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HomeMy WebLinkAboutBricon, Inc. NW 7th Street Sidewalk Improvement CONTRACT FOR COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) - HUD FUNDED PUBLIC WORKS CONSTRUCTION CDBG LMA WALKABILITY NW 7TH ST.-SIDEWALK IMPROVEMENTS PROJECT # 6003.178.b THIS CONTRACT FOR HUD FUNDED PUBLIC WORKS CONSTRUCTION is made this 24th Day of April 2026, and entered into by and between the City of Meridian, a municipal corporation organized underthe laws of the State of Idaho, hereinafter referred to as "CITY", 33 East Broadway Avenue, Meridian, Idaho 83642, and BriCon, Inc., hereinafter referred to as "CONTRACTOR", whose business address is 18050 N. Sophie PI., Nampa, ID 83687 and whose Public Works Contractor License No. is 11823, and whose Unique Entity Identifier No. is LK9GQMDBDSQ3. INTRODUCTION Whereas, the City has a need for construction services involving NW 7th St.- Sidewalk Improvements; and WHEREAS, the Contractor is specially trained, experienced and competent to perform and has agreed to provide such services; NOW, THEREFORE, in consideration of the mutual promises, covenants, terms and conditions hereinafter contained, the parties agree as follows: TERMS AND CONDITIONS 1. Scope of Work: 1.1 Contractor shall perform and furnish to the City upon execution of this Contract and receipt of the City's written notice to proceed, all services and work, and comply in all respects, as specified in the document titled "Scope of Work" a copy of which is attached hereto as Exhibit "A" and incorporated herein by this reference, together with any amendments that may be agreed to in writing by the parties. 1.2 All documents, drawings and written work product prepared or produced by the Contractor under this Agreement, including without limitation electronic data files, are the property of the Contractor; provided, however, the City shall have the right to reproduce, publish and use all such work, or any part thereof, in any manner and for any purposes whatsoever and to authorize others to do so. If any such work is copyrightable, the Contractor may copyright the same, except that, as to any work which is copyrighted by the Contractor, the City reserves a royalty-free, non-exclusive, and irrevocable license to reproduce, publish and use such work, or any part thereof, and to authorize others to do so. 1.3 The Contractor shall provide services and work under this Agreement consistent with the requirements and standards established by applicable federal, state and city laws, ordinances, regulations and resolutions. The Contractor CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 1 of 18 Project 6003.178.b represents and warrants that it will perform its work in accordance with generally accepted industry standards and practices for the profession or professions that are used in performance of this Agreement and that are in effect at the time of performance of this Agreement. Except for that representation and any representations made or contained in any proposal submitted by the Contractor and any reports or opinions prepared or issued as part of the work performed by the Contractor under this Agreement, Contractor makes no other warranties, either express or implied, as part of this Agreement. 1.4 Services and work provided by the Contractor at the City's request under this Agreement will be performed in a timely manner in accordance with a Schedule of Work, which the parties hereto shall agree to. The Schedule of Work may be revised from time to time upon mutual written consent of the parties. 2. Consideration 2.1 The Contractor shall be compensated on a Not-To-Exceed basis as provided in Exhibit J "Payment Schedule" attached hereto and by reference made a part hereof for the Not-To-Exceed amount of $414,652. 2.2 The Contractor shall provide the City with a monthly statement and supporting invoices, as the work warrants, of fees earned and costs incurred for services provided during the billing period, which the City will pay within 30 days of receipt of a correct invoice and approval by the City. The City will not withhold any Federal or State income taxes or Social Security Tax from any payment made by City to Contractor under the terms and conditions of this Agreement. Payment of all taxes and other assessments on such sums is the sole responsibility of Contractor. 2.3 Except as expressly provided in this Agreement, Contractor shall not be entitled to receive from the City any additional consideration, compensation, salary, wages, or other type of remuneration for services rendered under this Agreement including, but not limited to, meals, lodging, transportation, drawings, renderings or mockups or material escalations. Specifically, Contractor shall not be entitled by virtue of this Agreement to consideration in the form of overtime, health insurance benefits, retirement benefits, paid holidays or other paid leaves of absence of any type or kind whatsoever. 3. Funding: 3.1 Funding for this project is subject to the possibility of being split between two (2) fiscal years. The first funding year will begin October 1, 2025 for fiscal year 2026. The second funding year will begin October 1, 2026 forfiscal year 2027. 3.2 Budget for fiscal year 2027 has not yet been appropriated by the City. Contractor may NOT expend more than the amount specified and approved for a specific fiscal year. Any and all additional expenditures beyond the CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 2 of 18 Project 6003.178.b current fiscal year MUST be approved by City Council and memorialized by a written Purchase Order. 3.3 City may choose to add BID ADD ALTERNATES NOS. 2 and 3 if or when additional FY27 HUD funds become available approximately October 2026. Contractor agreed to hold submitted bid pricing for BID ADD ALTERNATES NOS. 2 and 3 until 10/31/2026. 4. Term: 4.1 This agreement shall become effective upon execution by both parties, and shall expire upon (a) completion of the agreed upon work, (b) or unless sooner terminated as provided in Sections 3.2, 3.3, and Section 4 below or unless some other method or time of termination is listed in Exhibit A. 4.2 Should Contractor default in the performance of this Agreement or materially breach any of its provisions, City, at City's option, may terminate this Agreement by giving written notification to Contractor. 4.3 Should City fail to pay Contractor all or any part of the compensation set forth in Exhibit B of this Agreement on the date due, Contractor, at the Contractor's option, may terminate this Agreement if the failure is not remedied by the City within thirty (30) days from the date payment is due. 5. Liquidated Damages: Substantial Completion shall be accomplished within 60 (Sixty)calendar days from Notice to Proceed. This project shall be considered Substantially Complete when the Owner has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, and only minor incidental work, corrections or repairs remain for the physical completion of the total contract. Contractor shall be liable to the City for any delay beyond this time period in the amount of $500.00 (Five Hundred Dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. Upon receipt of a Notice to Proceed, the Contractor shall have 90 (Ninety)calendar days to complete the work as described herein. Contractor shall be liable to the City for any delay beyond this time period in the amount of $500.00 (Five Hundred Dollars) per calendar day. Such payment shall be construed to be liquidated damages by the Contractor in lieu of any claim or damage because of such delay and not be construed as a penalty. See Milestones listed in the Payment Schedule for Substantial Completion. 6. Termination: 6.1 If, through any cause, Contractor, its officers, employees, or agents fails to fulfill in a timely and proper manner its obligations under this Agreement, violates any of the covenants, agreements, or stipulations of this Agreement, falsifies any record or document required to be prepared under this agreement, engages in CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 3 of 18 Project 6003.178.b fraud, dishonesty, or any other act of misconduct in the performance of this contract, or if City determines that termination of this Agreement is in the best interest of City, the City shall thereupon have the right to terminate this Agreement by giving written notice to Contractor of such termination and specifying the effective date thereof at least fifteen (15)days before the effective date of such termination. Contractor may terminate this agreement at any time by giving at least sixty (60)days notice to City. In the event of any termination of this Agreement, all finished or unfinished documents, data, and reports prepared by Contractor under this Agreement shall, at the option of the City, become its property, and Contractor shall be entitled to receive just and equitable compensation for any work satisfactorily complete hereunder. 6.2 Notwithstanding the above, Contractor shall not be relieved of liability to the City for damages sustained by the City by virtue of any breach of this Agreement by Contractor, and the City may withhold any payments to Contractor for the purposes of set-off until such time as the exact amount of damages due the City from Contractor is determined. This provision shall survive the termination of this agreement and shall not relieve Contractor of its liability to the City for damages. 7. Independent Contractor: 7.1 In all matters pertaining to this agreement, Contractor shall be acting as an independent Contractor, and neither Contractor nor any officer, employee or agent of Contractor will be deemed an employee of City. Except as expressly provided in Exhibit A, Contractor has no authority or responsibility to exercise any rights or power vested in the City and therefore has no authority to bind or incur any obligation on behalf of the City. The selection and designation of the personnel of the City in the performance of this agreement shall be made by the City. 7.2 Contractor, its agents, officers, and employees are and at all times during the term of this Agreement shall represent and conduct themselves as independent contractors and not as employees of the City. 7.3 Contractor shall determine the method, details and means of performing the work and services to be provided by Contractor under this Agreement. Contractor shall be responsible to City only for the requirements and results specified in this Agreement and, except as expressly provided in this Agreement, shall not be subjected to City's control with respect to the physical action or activities of Contractor in fulfillment of this Agreement. If in the performance of this Agreement any third persons are employed by Contractor, such persons shall be entirely and exclusively under the direction and supervision and control of the Contractor. 8. Sub-Contractors: Contractor shall require that all of its sub-contractors be licensed per State of Idaho Statute # 54-1901. CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 4 of 18 Project 6003.178.b 9. Removal of Unsatisfactory Employees: The Contractor shall only furnish employees who are competent and skilled for work under this contract. If, in the opinion of the City, an employee of the Contractor is incompetent or disorderly, refuses to perform in accordance with the terms and conditions of the contract, threatens or uses abusive language while on City property, or is otherwise unsatisfactory, that employee shall be removed from all work under this contract. 10. Indemnification and Insurance: 10.1 Contractor shall indemnify and save and hold harmless City and it's elected officials, officers, employees, agents, and volunteers from and for any and all losses, claims, actions,judgments for damages, or injury to persons or property and losses and expenses and other costs including litigation costs and attorney's fees, arising out of, resulting from, or in connection with the performance of this Agreement by the Contractor, its servants, agents, officers, employees, guests, and business invitees, and not caused by or arising out of the tortious conduct of City or its employees. Contractor shall maintain, and specifically agrees that it will maintain, throughout the term of this Agreement, liability insurance, in which the City shall be named an additional insured in the minimum amounts as follow: General Liability One Million Dollars ($1,000,000) per incident or occurrence, Automobile Liability Insurance One Million Dollars ($1,000,000) per incident or occurrence and Workers' Compensation Insurance, in the statutory limits as required by law. The limits of insurance shall not be deemed a limitation of the covenants to indemnify and save and hold harmless City; and if City becomes liable for an amount in excess of the insurance limits, herein provided, Contractor covenants and agrees to indemnify and save and hold harmless City from and for all such losses, claims, actions, or judgments for damages or injury to persons or property and other costs, including litigation costs and attorneys' fees, arising out of, resulting from , or in connection with the performance of this Agreement by the Contractor or Contractor's officers, employs, agents, representatives or subcontractors and resulting in or attributable to personal injury, death, or damage or destruction to tangible or intangible property, including use of. Contractor shall provide City with a Certificate of Insurance, or other proof of insurance evidencing Contractor'S compliance with the requirements of this paragraph and file such proof of insurance with the City at least ten (10)days prior to the date Contractor begins performance of it's obligations under this Agreement. In the event the insurance minimums are changed, Contractor shall immediately submit proof of compliance with the changed limits. Evidence of all insurance shall be submitted to the City Purchasing Agent with a copy to Meridian City Accounting, 33 East Broadway Avenue, Meridian, Idaho 83642. 10.2 Insurance is to be placed with an Idaho admitted insurer with a Best's rating of no less than A-. 10.3 Any deductibles, self-insured retention, or named insureds must be declared in writing and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles, self-insured retentions or named insureds; or CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 5 of 18 Project 6003.178.b the Contractor shall provide a bond, cash or letter of credit guaranteeing payment of losses and related investigations, claim administration and defense expenses. 10.4 To the extent of the indemnity in this contract, Contractor's Insurance coverage shall be primary insurance regarding the City's elected officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City or the City's elected officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with Contractor's insurance except as to the extent of City's negligence. 10.5 The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 10.6 All insurance coverages for subcontractors shall be subject to all of the insurance and indemnity requirements stated herein. 10.7 The limits of insurance described herein shall not limit the liability of the Contractor and Contractor's agents, representatives, employees or subcontractors. 11. Time is of the Essence: The parties hereto acknowledge and agree that time is strictly of the essence with respect to each and every term, condition and provision hereof, and that the failure to timely perform any of the obligations hereunder shall constitute a breach of, and a default under, this Agreement by the party so failing to perform. 12. Bonds: Payment and Performance Bonds are required on all Public Works Improvement Projects per the ISPWC and the City of Meridian Supplemental Specifications & Drawings to the ISPWC, which by this reference are made a part hereof. Contractor is required to furnish faithful performance and payment bonds in the amount of 100% of the contract price issued by surety licensed to do business in the State of Idaho with a Best's rating of no less than A-. In the event that the contract is subsequently terminated for failure to perform, the Contractor and/or surety will be liable and assessed for any and all costs for the re-procurement of the contract services. 13. Warranty: All construction and equipment provided under this agreement shall be warranted for 2 years from the date of the City of Meridian acceptance per the ISPWC and the Meridian Supplemental Specifications & Drawings to the ISPWC and any modifications, which by this reference are made a part hereof. All items found to be defective during a warranty inspection and subsequently corrected will require an additional two (2) year warranty from the date of City's acceptance of the corrected work. CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 6 of 18 Project 6003.178.b 14. Changes: The City may, from time to time, request changes in the Scope of Work to be performed hereunder. Such changes, including any increase or decrease in the amount of Contractor's compensation, which are mutually agreed upon by and between the City and Contractor, shall be incorporated in written amendments which shall be executed with the same formalities as this Agreement. 15. Taxes: The City of Meridian is exempt from Federal and State taxes and will execute the required exemption certificates for items purchased and used by the City. Items purchased by the City and used by a Contractor are subject to Use Tax. All other taxes are the responsibility of the Contractor and are to be included in the Contractor's Bid pricing. 16. Meridian Stormwater Specifications: All construction projects require either a Storm Water Pollution Prevention Plan (SWPPP) or an erosion sediment control plan (ESCP) as specified in the City of Meridian Construction Stormwater Management Program (CSWMP) manual. The CSWMP manual containing the procedures and guidelines can be found at this address: http://www.meridiancitV.org/environmental.aspx?id=13618. Contractor shall retain all stormwater and erosion control documentation generated on site during construction including the SWPPP manual, field inspections and amendments. Prior to final acceptance of the job by the City the Contractor shall return the field SWPPP manual and field inspection documents to the City for review. A completed Contractor Request to File Project N.O.T. with the EPA form shall be provided to the City with the documents. These documents shall be retained, reviewed and approved by the City prior to final acceptance of the project. 17. ACHD: Contractor shall be responsible for coordinating with the City to obtain appropriate ACHD permit(s) and will reimburse the City for fees, fines, or penalties City incurs due to Contractor's violation of any ACHD policy. City shall certify to ACHD that Contractor is authorized to obtain a Temporary Highway and Right-of-Way Use Permit from ACHD on City's behalf. The parties acknowledge and agree that the scope of the agency granted by such certification is limited to, and conterminous with, the term and scope of this Agreement. 18. Reports and Information: 18.1 At such times and in such forms as the City may require, there shall be furnished to the City such statements, records, reports, data and information as the City may request pertaining to matters covered by this Agreement. CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 7 of 18 Project 6003.178.b 18.2 Contractor shall maintain all writings, documents and records prepared or compiled in connection with the performance of this Agreement for a minimum of four(4)years from the termination or completion of this or Agreement. This includes any handwriting, typewriting, printing, photo static, photographic and every other means of recording upon any tangible thing, any form of communication or representation including letters, words, pictures, sounds or symbols or any combination thereof. 19. Audits and Inspections: At any time during normal business hours and as often as the City may deem necessary, there shall be made available to the City for examination all of Contractor's records with respect to all matters covered by this Agreement. Contractor shall permit the City to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement. 20. Publication, Reproduction and Use of Material: No material produced in whole or in part under this Agreement shall be subject to copyright in the United States or in any other country. The City shall have unrestricted authority to publish, disclose and otherwise use, in whole or in part, any reports, data or other materials prepared under this Agreement. 21. Equal Employment Opportunity: In performing the work herein, Contractor agrees to comply with the provisions of Title VI and VII of the Civil Rights Act, Revenue Sharing Act Title 31, U.S. Code Section 2176. Specifically, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap. Contractor will take affirmative action during employment or training to insure that employees are treated without regard to race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap. In performing the Work required herein, Contractor shall not unlawfully discriminate in violation of any federal, state or local law, rule or regulation against any person on the basis of race, color, religion, sex, national origin or ancestry, age or disability. 22. Employment of Bona Fide Idaho Residents: Contractor must comply with Idaho State Statute 44-1002 which states that the Contractor employ ninety-five percent (95%) bona fide Idaho residents. 23. Advice of Attorney: Each party warrants and represents that in executing this Agreement. It has received independent legal advice from its attorney's or the opportunity to seek such advice. CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 8 of 18 Project 6003.178.b 24. Attorney Fees: Should any litigation be commenced between the parties hereto concerning this Agreement, the prevailing party shall be entitled, in addition to any other relief as may be granted, to court costs and reasonable attorneys' fees as determined by a Court of competent jurisdiction. This provision shall be deemed to be a separate contract between the parties and shall survive any default, termination or forfeiture of this Agreement. 25. Construction and Severability: If any part of this Agreement is held to be invalid or unenforceable, such holding will not affect the validity or enforceability of any other part of this Agreement so long as the remainder of the Agreement is reasonably capable of completion. 26. Waiver of Default: Waiver of default by either party to this Agreement shall not be deemed to be waiver of any subsequent default. Waiver or breach of any provision of this Agreement shall not be deemed to be a waiver of any other or subsequent breach, and shall not be construed to be a modification of the terms of this Agreement unless this Agreement is modified as provided above. 27. Entire Agreement: This Agreement contains the entire agreement of the parties and supersedes any and all other agreements or understandings, oral of written, whether previous to the execution hereof or contemporaneous herewith. 28. Assignment: It is expressly agreed and understood by the parties hereto,that Contractor shall not have the right to assign, transfer, hypothecate or sell any of its rights under this Agreement except upon the prior express written consent of City. 29. Payment Request: Payment requests shall be submitted to City of Meridian Accounts Payable via email: accountspayable(a_)me rid ian city.org monthly for all costs incurred for services performed during the billing period. The Project Manager will compare the pay application / invoice against the Payment Schedule in the Agreement for compliance. Upon approval that the amount is correct and the work has been performed, and is in compliance with the Agreement, the Project Manager will approve the payment request for processing. City of Meridian payment terms are Net 30 from the date City receives a correct invoice. Retainage of five percent (5%) of each invoice will be withheld from each payment. Final payment will not be released until the City has received a Release of Surety from the Contractor and a tax release from the Tax Commission. CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 9 of 18 Project 6003.178.b 30. Cleanup: Contractor shall keep the worksite clean and free from debris. At completion of work and prior to requesting final inspection, the Contractor shall remove all traces of waste materials and debris resulting from the work. Final payment will not be made if cleanup has not been performed. 31. Order of Precedence: The order or precedence shall be this contract agreement, the Invitation for Bid document, then the winning bidders submitted bid document. 32. Compliance with Laws: In performing the scope of work required hereunder, Contractor shall comply with all applicable laws, ordinances, and codes of Federal, State, and local governments. 33. Applicable Law: In performing the scope of work required hereunder, Contractor shall comply with all applicable laws, ordinances, and codes of Federal, State, and local governments. This Agreement shall be governed by and construed and enforced in accordance with the laws of the State of Idaho, and the ordinances of the City of Meridian. Certifications. Pursuant to Idaho Code §§ 67-2359 and 67-2346, Contractor hereby certifies: A. That Contractor is not currently owned or operated by the government of China and will not, for the duration of this Contract, be owned or operated by the government of China. B. That Contractor is not currently engaged in, and will not for the duration of the Contract engage in, a boycott of goods or services from Israel or territories under its control. C. Contractor certifies that: (i) as of the Effective Date, it is not engaged in a "Boycott," as defined in Idaho Code §67-2347A, of any individual or company because that individual or company engages in or supports (a) the exploration, production, utilization, transportation, sale, or manufacture of fossil fuel-based energy, timber, minerals, hydroelectric power, nuclear energy, or agriculture, or (b) the manufacture, distribution, sale, or use of any "Firearm," as defined in Idaho Code §18-3302(2)(d); and (ii) it will not engage in any such boycott during the Term. CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 10 of 18 Project 6003.178.b 34. Notices: Any and all notices required to be given by either of the parties hereto, unless otherwise stated in this agreement, shall be in writing and be deemed communicated when mailed in the United States mail, certified, return receipt requested, addressed as follows: C� Contractor: City of Meridian BriCon, Inc. Procurement Manager Attn: Mark C. Brice / Sophie Redenbaugh 33 E Broadway Ave. 18050 N. Sophie PI. Meridian, ID 83642 Nampa, ID 83687 208-489-0417 Phone: 208-869-4827 / 208-599-8432 Email: bricon1@msn.com / pm@briconinc.com Public Works Contractor License#: PWC-C-11823 Either party may change their address for the purpose of this paragraph by giving written notice of such change to the other in the manner herein provided. 35. Approval Required: This Agreement shall not become effective or binding until approved by the City of Meridian. CITY OF MERIDIAN: BRICON, INC.: BY: BY: KEITH WATTS, Procurement Manager SOPHIE REDENBAUGH, Vice President DATED: DATED: Approved by Council Date: (if needed) Project Manager Crystal Campbell CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 11 of 18 Project 6003.178.b EXHIBIT A SCOPE OF WORK REFERTO INVITATION TO BID (ED-2611-6003.178.b)ALLADDENDUMS, ATTACHMENTS, AND EXHIBITS included in the Invitation to Bid Package# (ED-2611-6003.178.b), are by this reference made a part hereof. SPECIFICATIONS / SCOPE OF WORK All construction work shall be done in accordance with the current version of the Idaho Standards for Public Works Construction (ISPWC), the current version of the City of Meridian Supplemental Specifications to the ISPWC (and any Addendums). See attached Exhibits as follows: • Exhibit B - Special Provisions (37 Pages) • Exhibit C - Drawings-Plans (16 Pages) • Exhibit D - Specifications of Wage Determination ID20250108 (5 Pages) • Exhibit E - CDBG Supplemental General Conditions (7 Pages) • Exhibit F - CDBG Non-Segregated Facilities Form (1 Page) • Exhibit G - CDBG Payroll Overview Form (1 Page) • Exhibit H - CDBG Payroll Signature Authorization Form w HUD 4010 (1 Page) • Exhibit I - CDBG Prime Subcontractor Certification Form (2 Pages) CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 12 of 18 Project 6003.178.b Exhibit B DIVISION 00820 CITY OF MERIDIAN LMA WALKABILITY STUDY NW 7T" STREET SIDEWALK IMPROVEMENTS (CARLTON AVENUE TO CHERRY LANE) OWNER'S REVISIONS TO THE STANDARD SPECIFICATIONS (ISPWC 2020 EDITION) AND SPECIAL PROVISIONS GENERAL INFORMATION All work shall conform to the requirements of: 1.)Applicable permits from agencies; 2.) Project special provisions and project-specific revisions to the Idaho Standards for Public Works Construction (ISPWC); 3.) Project Plans; 4.) Standard Form of Agreement; 5.) Current Ada County Highway District Standard Specifications and Revisions to the ISPWC; 6.) City of Meridian Supplemental Specifications and Drawings to the ISPWC; 7) City of Meridian Construction Storm Water Management Plan (CSWMP); 8.) 2020 edition of the ISPWC. In case of any conflict, the more stringent requirements shall be adhered to. The Contractor is required to have all of the following on-site at all times during construction of this Project: • Copies of all applicable permits • Project manual • Project Plans • ACHD Standard Specifications and Drawings • City of Meridian Standard Specifications and Drawings • 2020 ISPWC The Contractor shall be responsible for complying with the City of Meridian Construction Storm Water Management Plan (CSWMP), refer to Appendix A. The Contractor must prepare an Erosion and Sediment Control Plan. Each must be prepared in accordance with the City of Meridian CSWMP and ACHD storm water management requirements. A total land disturbance of over one (1) acre is not anticipated. If it is determined by the Contractor that the total land disturbance is greater than one (1) acre then a SWPPP will be required. Unless otherwise specified in the Contract Documents, payment for lump sum bid items only partially completed at the end of monthly pay periods shall be made based up the Engineer's interpretation of the percentage of work completed in conjunction with the approved Schedule of Values submitted by the Contractor. The construction limits for the Base Bid and Bid Alternates 1, 2, and 3 are shown on the construction plans. It is the Contractor's responsibility to review the plans and include all labor, materials, equipment, and incidentals necessary to complete the work within the defined limits for each bid component. The Owner reserves the right to accept or reject any combination of the Base Bid and Bid Alternates that best serves the project's interests and available funding. GENERAL PROJECT INFORMATION, SCHEDULE, AND COORDINATION A. The Contractor shall coordinate all work activities with City of Meridian, Public Works Department (208-898-5500), and minimize disruption to the affected residences and businesses. During construction, the Contractor shall ensure all affected residences and businesses shall have access to driveways, either temporary or permanent. In addition, the Contractor shall ensure all SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 1 affected residences and businesses shall have water service and continually monitor and manage the work to maintain uninterrupted of water service excluding the time to connect the old services to the new services. Other Projects and developments along or near NW. 7th Street may be occurring during the same construction period as this Project and are listed below. • ACHD Project Meridian Downtown Pavement and Pedestrian Improvements (2025), Project No. 520023. B. The Contractor shall protect all overhead and underground utilities during construction operations. It shall be the Contractor's responsibility to notify Dig Line (811) and the City of Meridian (208-898-5500)for utility locations before any excavation. The Contractor shall compare Dig Line markings to approximate utility locations on the provided Project Plan sheets. The Contractor shall take all possible precautions for the protection of unforeseen utilities, to provide for uninterrupted service, and to provide such special protections as may be necessary. The Contractor shall coordinate with the Nampa Meridian Irrigation District(NMID) and other irrigation purveyors or private water user associations for field locating gravity and pressurized irrigation systems The utilities that may be impacted during construction include but not limited to the following: AT&T Intermountain Gas Television Century Link ACHD Power City of Meridian Fiber Optics Natural Gas Cable One—West Valley Telephone Storm Drain Idaho Power Water& Sewer Private Irrigation Systems NMID C. Approved traffic control measures must be in-place prior to construction. It will be the responsibility of the Contractor to secure all necessary approvals and permits related to Work in the public right-of-way prior to the start of construction. Contractor shall prepare and submit a Traffic Control Plan (TCP) and Pedestrian Traffic Control Plan (PTCP)to ACHD as required to accommodate the Contractor's means, methods, and sequencing. This work shall be completed to minimize disruption of traffic. Traffic control must be in-place prior to construction. The Contractor shall contact ACHD Traffic at 208-387-6190 after the "notice to proceed" date is established and prior to the preconstruction conference. Refer to the Special Provisions for additional requirements. D. All local sediment control requirements shall be met. Preparation shall include all utility relocations necessary to complete the Project. The Contractor shall be responsible for complying with the City of Meridian erosion and sediment control requirements, refer to Appendix A and B. E. The Contractor shall document pre-construction and post construction conditions with photographs. The Contractor shall provide the City of Meridian the photographs for all private properties including landscaping. The Contractor shall provide digital copies to the City of Meridian for each private property that are adequate to document prior and immediate post construction conditions of the property. All photos shall be organized and submitted to the City of Meridian on a compact disc or thumb drive with a clear stamped date on each photo or they will not be accepted. F. In the event that work is necessary to be completed on private property, the work shall be subject to final acceptance by the City of Meridian and property owner. In areas where work takes place on private property, a signed Property Owner Release form must be obtained from the property owner. Prior to final payment, the Contractor shall perform a final walk-through with said affected landowners and perform all necessary corrective work to the full satisfaction of the respective parties. A Property Owner Release Form is included, refer to Document 00830, Appendix C. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 71h Street Page 2 G. Restoration of disturbed areas within the public right-of-way or on private properties shall be completed in accordance with these specifications and performed by a bonded landscaping subcontractor who is certified by the Idaho Nursery and Landscape Association. H. The City of Meridian or affected landowners shall have first right to any removed materials, which they desire to retain. The Contractor shall load, haul, and unload the designated items to a location designated by the CITY. All other materials shall be hauled off-site and disposed of by the Contractor. The cost to separate, load, haul and unload the selected materials shall be considered incidental to the contract, and no payment will be made unless item(s) are specifically listed on the Bid Form. I. Miscellaneous features and facilities designated for removal on the Plans shall be legally disposed of off-site by the Contractor. All other miscellaneous facilities removed or altered during construction shall be replaced in-kind or restored to their original condition prior to final completion unless otherwise specified on Plans. This work shall be considered incidental to the contract, and no payment will be made unless item(s) are specifically listed on the Bid Form. J. The City of Meridian will provide one (1) set of construction control stakes in accordance with the approved Plans that allow the Contractor to stake and construct the improvements. K. All Contractors working within the Project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all barricades, safety devices, and control of traffic within and around the construction area. Temporary construction safety fencing and all other work associated with these work restrictions shall be incidental to the Project and the cost included in appropriate unit bid prices. L. The Project will take place within ACHD right-of-way and permanent easements. If the Contractor determines that property access is necessary, the Contractor is responsible for acquiring a signed Property Use Agreement and providing it to the City of Meridian for their records. M. This project consists of a Base Bid and three (3) Bid Alternates. The Bid Alternates may or may not be awarded or constructed, at the sole discretion of the Owner, based on available funding and bid results. Bidders shall provide pricing for the Base Bid and each Bid Alternate as indicated on the Bid Form. Failure to provide complete pricing for all required items may render the bid non- responsive. The construction limits for the Base Bid and Bid Alternates 1, 2, and 3 are shown on the construction plans. It is the Contractor's responsibility to review the plans and include all labor, materials, equipment, and incidentals necessary to complete the work within the defined limits for each bid component. The Owner reserves the right to accept or reject any combination of the Base Bid and Bid Alternates that best serves the project's interests and available funding. Contractor selection will be the apparent low bidder based on the summation of the base bid plus any bid alternates select by the Owner. GENERAL NOTES 1. ACHD OWNED CONDUIT IMPACTS ACHD-owned conduit may be shallow and located directly behind the curb or under the sidewalk. The Contractor's method of sidewalk and/or curb removal shall be done in a manner to avoid damage to conduit and fiber. Any damage shall be repaired at the Contractor's expense. 2. AMERICANS WITH DISABILITY ACCESS (ADA) DURING CONSTRUCTION The needs and control of all road users (motorists, bicyclists, and pedestrians within the highway and/or public right-of-way, including persons with disabilities in accordance with the Americans SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 3 with Disabilities Act of 1990 (ADA), Title II, Paragraph 35.130)through a temporary traffic control "TTC"zone shall be an essential part of highway construction, utility work, maintenance operations, and the management of traffic incidents. The primary function of TTC is to provide for the reasonably safe and efficient movement of road users through or around TTC zones while reasonably protecting workers, responders to traffic incidents, and equipment. Temporary facilities, including reasonably safe pedestrian routes around work sites, are also covered by the accessibility requirements of the Americans with Disabilities Act of 1990 (ADA) (Public Law 101-336, 104 Stat.327, July 26, 1990. 42 USC 12101-12213 (as amended)). Implementation of TTC plans and installation and maintenance of devices shall be the responsibility of the contractor performing the construction, alteration and/or maintenance of the highway or public right-of-way. Temporary traffic control for pedestrians shall meet the accessibility requirements (Standards) set forth in Part 6 of the MUTCD. When an existing continuous sidewalk or street crossing route cannot be maintained for pedestrians because of construction, either temporary walkways with curb ramps are to be provided, or the construction shall be phased to maintain access to the affected addresses. Contractors shall be allowed flexibility as long as the requirements are met. The location of the construction project and whether or not accessible facilities are present shall also determine the extent of the needed temporary facilities. The contractor is only required to maintain practical continuity where accessible facilities already exist. On low speed rural roads that do not have sidewalks and are used by bicyclists, no additional measures are needed as the bicycles can share the available travel lanes with other traffic. On moderate to higher speed rural roads, if a bike lane exists then it should be properly detoured, complete with signage, to provide a safe route through or around the work area. If a road or bridge project affects vehicular traffic to a business, residence, school or any other type of pedestrian generating location with existing accessible facilities, then pedestrian and handicapped access must be maintained. A continuous route for all pedestrians, including the disabled and bicyclists, shall be maintained at all times. When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, the temporary facilities shall be detectable and include accessibility features consistent with the features present in the existing pedestrian facility. The temporary route should enable pedestrians to bypass the construction site while minimizing the retracing of their steps or going significantly out of their way. Additional consideration must be given to the disabled since they may not have the physical or cognitive ability to improvise (e.g. balancing along the curb or a very narrow path) or use unofficial alternatives (e.g. using an adjacent grass surface). Temporary routes must meet the accessibility guidelines of the ADA for permanent facilities and shall be marked with the proper signage. Should existing crosswalks at signalized intersections be closed or made inaccessible, temporary crosswalks should be painted in an accessible location. Temporary signals should include pedestrian phases. Contractors shall not block temporary walkways with contractor parking, materials piles, signs, rubble or rubbish. Construction equipment and equipment operation must be separated from the temporary walkways. At work zones where higher volumes of pedestrian traffic or school children exist, pedestrian fences or other protective barriers may be needed to prevent access into the construction area. Detour and diversion routes, when used for pedestrians and bicyclists, should be evaluated for the following items: • Direct conflicts between pedestrians and vehicular traffic, work vehicles, and other work activities must be reduced with protective barriers or continuous high contrast fencing (min 36" high with a 6" high toe board). See MUTCD 6F.68 and 6D.02 • Temporary pedestrian facilities should provide safe, accessible routes that replicate as nearly as practical the most desirable characteristics of the existing facility, and parallel the disrupted route whenever possible. A smooth, continuous hard surface should be provided SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 4 throughout the entire length of the temporary pedestrian facility. There should be no curbs or abrupt changes in grade or terrain that could cause tripping or be a barrier to wheelchair use. The geometry and alignment of the facility should meet the applicable requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG)for Buildings and Facilities. See MUTCD 6D.01 and 6D.02 • Advance information placed at appropriate distances before the work zone allowing pedestrians to make timely decisions about routes through or around the work zone. See MUTCD 6F.14 • Transition information allowing pedestrians to find a safe path through and around work zones, which is critical when the pathway is restricted, diverted or detoured. See MUTCD 6F.14 • Work area information assisting in safe passage of pedestrians through the work zone. This information is needed on all pedestrian routes except detours. See MUTCD 6F.14 • Exit information directing pedestrians back to the original route. See MUTCD 6F.14 • Crosswalk placement at intersections may need additional signage, temporary striping, traffic signal modification, pedestrian signals with audible alarms if justified, proper push button height, and ramps. See MUTCD 6H.29, 6F.80, and 4E.06 • Accommodations for other transit forms (busses, trains etc.) are made. See MUTCD 6D.02 • Requirements of the ADAAG and MUTCD are adhered to. • Access is maintained to the affected businesses and residences. 3. ASPHALT AND CONCRETE CUTTING Asphalt pavement and concrete cutting shall be incidental to other items of this contract. Contractor shall ensure that cuts made in asphalt and concrete for trenches are parallel and do not wander or diverge from the intended line. Dust produced by asphalt or concrete saw cuts shall be collected using a high-powered vacuum dust control system, eliminating the dust from entering the atmosphere. The suction device shall be attached to the cutting equipment or positioned to a assure a maximum amount of dust will be collected before it can be released into the atmosphere. The cost to ensure dust is collected during asphalt and concrete cutting shall be considered incidental to the cost of the project and no additional compensation will be made. 4. BASIS OF PAYMENT Except as modified herein, the various roadway work called for on the Bid Schedule shall be performed, measured, and paid for as indicated on said Bid Schedules and as provided in the 2020 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) and the latest ACHD supplements. The Contractor is required to have the current edition of the ISPWC standards to perform this work. Unless otherwise specified herein, all plan quantities are based upon in-place, completed and accepted units. 5. CONSTRUCTION STAGING The Contractor shall furnish ACHD with a detailed construction staging plan based on their anticipated approach to construction activities. This plan and implementation will be the responsibility of the contractor. All construction staging shall conform to General Note 2: SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 5 AMERICANS WITH DISABILITY ACCESS (ADA) DURING CONSTRUCTION listed above in all quadrants of the intersection. Final approval of the staging plans and revisions thereof must be granted by ACHD prior to implementation. Staging plans that may be contained within the project plans are primarily for bidding purposes only. The contractor may utilize any staging plans contained within the bid documents as a basis for staging but the final staging plan will be provided by the contractor prior to construction activities. The cost associated with providing the necessary staging plans will be considered incidental to the project and no additional compensation will be made. 6. DAMAGED AREAS BEYOND SPECIFIED CONSTRUCTION LIMITS Damage to any areas or items not specifically identified for removal, including the existing pavement, sod, sprinklers and landscape shall be promptly repaired by the contractor. The cost to complete such repairs shall be considered incidental to the cost of the project and no additional payment will be made therefore. 7. EXCESS SITE MATERIAL The Contractor shall be responsible for providing a site for the disposal of excess or unsuitable materials. If bituminous material is to be disposed of, the site shall meet the requirements of the Idaho Department of Environmental Quality. All excess material sites shall be approved by ACHD. No separate payment will be made for the acquisition or operation of the sites, or for loading, hauling or unloading the materials at the site. 8. FORCE ACCOUNT AND EQUIPMENT RATES All force account rates and equipment rates shall be determined in accordance with Section 109.03 Extra and Force Account Work of the latest edition and supplement of the Idaho Transportation Department STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 9. INFORMATION GIVEN PRIOR TO AWARD Oral explanations, instructions and interpretations given to bidders prior to award of contract will not be binding. It is the City of Meridian's intent to provide all bidders equal opportunity to access and acquire all available pertinent information necessary to formulate a responsive bid. Any information, specifications, plans, data, or interpretations that the City discovers is lacking and may be important to all bidders will be furnished in the form of an addenda, the receipt of which shall be acknowledged by the bidder. 10. MATCHING EXISTING SIDEWALK Where proposed sidewalk ties into the existing sidewalk, remove and replace sidewalk to the nearest full panel score joint. Saw cutting the existing sidewalk at locations other than the existing score joints is prohibited. 11. PAY QUANTITIES By the 251'of each month the Contractor shall return quantities that are to be paid for that month. Each bid item shall be accompanied with the appropriate backup documentation on how the pay quantity was calculated. This shall include such documentation as, but not limited to; stationing, location, tallied weight tickets, sketch of calculated areas, and/or any other appropriate documentation to verify the pay quantity request. The City of Meridian will verify quantities prior to remitting payment. Items failing to have the appropriate backup supporting documentation will not be paid until the information is supplied. The cost associated with providing the above outlined documentation shall be considered incidental to the project and no additional compensation will be granted. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 6 12. ELECTRONIC DOCUMENTS REQUESTS The contractor may request electronic documents from the Engineer or City of Meridian to be used as an aid during construction. If provided, these Electronic Documents are subject to the provisions of J-U-B's "Electronic Documents/Data Limited License"found at http://edocs.'ub.com/ If, for any reason, a conflict occurs between the Electronic Documents/Data and corresponding hard copy contract documents, the hard copy contract documents shall govern. 13. PROJECT MAINTANENCE The contractor will be responsible for project maintenance throughout the life of the contract. This responsibility includes, but is not limited to, blading, dust control, watering, sweeping, proper and adequate drainage, access for emergency equipment, and appropriate access for property owners. The cost of all maintenance work shall be considered incidental to other project work and no separate payment will be made therefore. 14. PROPERTY OWNER COORDINATION Contractor shall coordinate items of work affecting adjacent property owners, including landscape removal and replacement, driveway approach construction, sprinklers, irrigation facilities, fencing, sod care, and trees. 15. ON-SITE SUPERVISION The General Contractor shall provide competent supervision during all construction activities, including SUBCONTRACTORS activities. The superintendent shall be identified at the preconstruction conference and shall at a minimum be on-site from the notice to proceed date to the completion date. If for any reason the superintendent needs to be replaced by the General Contractor, a written notice must be submitted to the City of Meridian within (5)five working days before the event occurs. 16. RE-TESTING OF MATERIALS Re-testing necessitated by the failure of quality assurance testing of materials placed by the contractor shall be at the contractor's expense. These costs shall be deducted from progress estimates. 17. SHOP DRAWING REVIEW Plans show details of all structures, lines, grades, typical cross sections of the roadway, location and design of all structures and a summary of items appearing on the proposal. The Contractor shall keep one set of plans available on the work site at all times. The Contractor will supplement the plans by such working drawings as are necessary to adequately control the work. Working drawings shall be submitted to the Engineer for review in advance of the start of the affected work to allow time for review by the Engineer and corrections by the Contractor without delaying the work. The drawings shall be on sheets measuring 22 in. x 34 in. Unless otherwise stated in the contract, the Engineer will require up to 15 business days from the date the submittals or re-submittals are received until they are returned to the Contractor. No extension to contract time will be given due to re-submittals or to the failure of the SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 7 Contractor to provide any information necessary in a timely fashion. If necessary, drawings will be signed and sealed by a professional engineer licensed to practice in the State of Idaho. The review time will increase if the drawings submitted do not meet the contract requirements or contain sufficient details. For structures, six sets of working drawings shall be furnished and shall include stress sheets, shop drawings, erection plans, coffer dam plans, bending diagrams for reinforcing steel, or any other supplementary plans or similar data required of the Contractor.All structural drawings provided shall be sealed by a Professional Engineer licensed to practice in the State of Idaho. Working drawings shall be approved before beginning the work covered by these drawings. Such approval is only for general conformance with the information given in the contract documents and does not relieve the Contractor of responsibility for correctness of the details and dimensions, nor does it waive any requirements of the specifications. The contract price shall include the cost of furnishing all working drawings. 18. SITE CLEANUP Upon completion of all work, the Contractor shall clean the entire construction site. Final clean up shall consist of removal of all construction debris, trash, remaining construction stakes, construction signs, etc. from the site. The Contractor shall sweep all sidewalks and streets as necessary to remove any soil, rocks, gravel or other materials. The Contractor shall clean all catch basins and manholes removing any sand, dirt, gravel or debris. Final cleanup shall be considered incidental to the project and no separate payment will be made. 19. SOURCES Contractor is to use approved commercial sources for all crushed aggregate, hot plant mix asphalt pavement, and concrete aggregates. 20. STORMWATER AND IRRIGATION FLOWS The Contractor is responsible for transmitting existing stormwater and irrigation flows during construction. All costs associated with transmitting existing flows, including flows from the temporary water quality best management practices on the project, shall be considered incidental to other items of work and no separate payment will be made. 21. STORM WATER MANAGEMENT Contractor is required to implement controls to protect storm sewer systems &waters of the U.S. located on or near project limits. Contractor to follow requirements of the National Pollutants Discharge Elimination System (NPDES) as issued to the City of Meridian and the Ada County Highway District by the EPA. The contractor is required to implement and maintain said plan through life of contract. The removal of all temporary construction Best Management Practices (BMPs) after completion of all required work to final stabilization is considered incidental to this project. The ACHD CSDC Plan shall meet the CSDC Program requirements listed in Sections 8305 to 8306 of the ACHD Policy Manual. The CSDC Plan shall include measures to protect the existing ACHD storm drain systems inside and outside the project boundaries from mud, dust, debris, and other pollutants generated or transported due to this project. All measures will also be implemented to protect any"Waters of the United States" inside or outside of the project boundaries. "Pollutants" are defined in Section 8302 of the ACHD Policy Manual. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 8 BMPs for controlling pollutant transport from the construction site and activities can be found in a number of publications and locations including, but not limited to: • Idaho Department of Environmental Quality, Catalog of Storm Water Best Management Practices for Ida ho Cities and Counties: Phone: (208) 373-4372 or in the internet: http:/www.deq.state.id.us/water/stormwater- catalog/index.asp • United States Environmental Protection Agency- Region 10: Phone: (800)424-4372 or on the internet at: www.epa.govlr10ea rth/stormwater.htm • City of Meridian Planning and Development Services: Phone 208-887-2211 • Idaho Transportation Department, Erosion and Sediment Control Manual: Phone (208) 334- 8476 Payment for this item will be made under the appropriate bid item numbers. 22. SUBGRADE It shall be the Contractor's responsibility to maintain the integrity for the exposed subgrade. Degradation due to his operations or weather shall be remedied under the guidance of a geotechnical engineer. All costs to maintain and repair including, geotechnical engineering, etc. shall be incidental to the project and no additional compensation will be made. 23. TRAFFIC CONTROL AND DETOUR Contractor shall be allowed to close the shoulder and parking area in each direction for 35 working days. Local traffic and emergency vehicles shall be allowed to access residences and properties adjacent to the construction. Traffic control and shoulder closures shall conform to General Note 2: AMERICANS WITH DISABILITY ACCESS (ADA) DURING CONSTRUCTION listed above in all quadrants of the intersection. All traffic control items not specifically listed in the bid schedule shall be incidental to this contract, and no additional compensation will be paid. All traffic control signing and detours are to be in place and approved by the resident engineer prior to the Contractor starting work. Traffic control signs and devices used for night work for conduit boring and other utility work shall be approved by the resident engineer prior to the Contractor starting night work. All signing and channelization shall be per the Manual of Uniform Traffic Control Devices, latest edition. The resident engineer or his representative will be the sole judge in determining the acceptability of the condition and appearance of the traffic control and work zone devices. Devices determined to be unacceptable are to be immediately removed from the job site and replaced with devices of high standard. All traffic control equipment used for night work shall have high intensity reflectivity. An itemized list of all traffic control items installed on the project shall be delivered to the project inspector within 48 hours of installation. All sign supports shall be crashworthy. Large signs having an area exceeding 50 square feet that are installed on multiple breakaway posts shall be mounted a minimum of 7 ft. above the ground. Traffic control maintenance and flagging are to be initiated only by authorization of the project inspector. Traffic control maintenance personnel and flaggers are to notify the project inspector upon arrival on site. Invoices for traffic control maintenance and flagger's hours are to be provided to the inspector within 48 hours of the day the activity took place. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 9 24. TRUCK/TRAILER LOAD COVERAGE All loads of gravel, sand, dirt, landscape bark, and other loose material hauled on the public roadway within Ada County by the Contractor or any of its subcontractors, shall be covered and properly secured so as to prevent the load from dropping, sifting, leaking, or otherwise escaping from the vehicle or becoming loose, detached, or in any manner a hazard to other uses of the public roadway. Each violation of this requirement shall be subject to liquidated damages in an amount no less than $500.00 and no more than $1,000.00 as determined by the City of Meridian or ACHD, and such liquidated damages shall be cumulative and in addition to any other liquidated damages that might be imposed upon the Contractor. 25. UTILITY COMPANY COORDINATION It shall be the Contractor's responsibility to contact and coordinate with the various utility companies as necessary for the successful completion of the project. This coordination effort shall include, but not be limited to, working other than normal operation hours to permit the relocation of utilities and construction of the roadway within the time frame of this contract. The cost to contact and coordinate with utilities shall be considered incidental to other items of work and no separate payment will be made. No utility coordination was requested during the design of this project. Utility information is shown only for surface features, and if provided by the owner of the utility for non-surface features. The information shown is for reference purposes only and does not necessarily represent actual field conditions. The Engineer assumes no liability for the accuracy of the information shown, or conflicts due to inaccurate or incomplete utility information. The Contractor shall call Dig Line a minimum of 48 hours prior to any excavation to request utility locations at 1-800-342-1585. The Contractor shall conform to General Condition 13, PROTECTION OF EXISTING STRUCTURES, UTILITIES, AND WORK. In addition to the requirements outlined in Section 13, the Contractor shall expose all existing utility crossings to verify locations and elevations prior to any other construction that may affect those utilities. The cost associated with exposing the existing utilities is considered incidental to the project and no separate payment will be made. The Contractor shall notify the underground utility owners 48 hours before final paving to inform them of adjustments to valves, meters, or manholes. 26. WARNING AND REGULATORY SIGNS Existing warning and regulatory signing shall be retained and protected throughout the project limits unless otherwise noted. This may require multiple relocations, which will be incidental to other bid items. Existing warning and regulatory signs that are designated for removal and replacement and do not conflict with construction traffic control signs shall be maintained during construction and, if necessary, relocated to locations where the signs are visible to traffic and serve their original purpose, which will be incidental to other bid items. 27. WORKING HOURS Unless otherwise specified here the Regular working hours for this contract shall adhere to the criteria outlined in General Condition 40—WORK HOURS/TIME OF COMPLETION. The Contractor shall not conduct night work. 28. QC-QA PROCEDURE—2016 ACHD SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 10 SECTION 100- General Conditions Add the following: Ada County Highway District Quality Control and Quality Assurance Procedure Definitions Quality Assurance (QA) is defined as the process or set of processes used to measure and assure the quality of a product and/or workmanship. This encompasses ACHD's oversight of the Developer's/Contractor's processes and materials. This includes review of the inspector, sampler, tester and laboratory qualifications (per ACHD Independent Assurance Program defined below); verifying the results of the quality control and process control testing; and inspecting for conformance to plans and specifications. Quality Control (QC) is defined as the actions necessary to produce quality workmanship and materials. QC includes, but should not be limited to, inspection of the production and placement operations, quality control and process control testing and inspection of the finished product. QC is the responsibility of the Developer/Contractor. No separate payment will be made for this work. If quality control testing is not being performed at the required frequency, ACHD may stop production of work until the tests are supplied, or ACHD determines the work can proceed. Quality Control Testing and Process Control Testing are defined as the testing and inspections conducted by the Developer/Contractor to determine if the construction materials have been produced and placed in compliance with the project specifications and applicable standards. Process control testing is conducted to demonstrate that the construction materials being produced and used continue to meet the requirements for the product. Independent Assurance Program (IAP) is the process provided by ACHD, through trained and certified staff, to ensure that all testing is performed correctly, and testing equipment is functioning and calibrated properly. Acceptance is determined by the QA test results, in combination with the assurance that the Developer/Contractor has satisfied the specification requirements for materials quality and workmanship, with the exception of Superpave Hot Mix, as specified below. In addition to the specified testing results, visual inspection of the end product is also taken into consideration in determining acceptance. Acceptance will be determined by ACHD. All samples required for QA testing will be supplied by the Developer/Contractor to ACHD. Prior to obtaining a sample for QA testing, ACHD shall be notified of when and where the sample will be taken from. ACHD will determine if it needs to witness the obtaining of the QA sample. Superpave Hot Mix acceptance shall be based on ACHD's supplement to the ISPWC Section 814 under Part 4.2. Construction Testing and Inspection Responsibilities Quality Control A. The Developer/Contractor shall be responsible for the Quality Control of all construction processes and materials quality. The Developer/Contractor will be responsible for quality throughout the construction process. Therefore, the Developer/Contractor must ensure that the materials and workmanship provided by themselves, Subcontractors, Suppliers, and Producers meet all pertinent specifications. All tests listed under Quality Control in the Minimum Testing Frequency Table are required for quality control, however only tests listed as Acceptance shall be used in determining pay. B. The Quality Control laboratory must be approved by the Idaho Transportation Department. All testing personnel and facilities used by the Developer/Contractor must be currently certified SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 11 by the Western Alliance for Quality Transportation Construction (WAQTC) and by the ACHD Independent Assurance Program. All test results must be supplied to ACHD the next working day after the test was performed. All Quality Control tests will be supplied to ACHD directly from the lab performing the tests. Tests results shall have the ACHD project/permit number listed and be sequential. C. Quality Control Testing must occur in a random frequency and at a minimum, at the intervals specified in the table provided in the corresponding ISPWC sections. The Developer/Contractor shall determine the random locations. Upon request, documentation must be supplied showing how the random numbers/locations were determined by the Developer/Contractor. All random sampling for ACHD will be done by the Developer/Contractor and witnessed by an ACHD representative. D. For gradation testing by the Developer/Contractor during production, each sample size shall be taken per AASHTO T2, except the sample size shall be doubled. The sample obtained shall be split in accordance with AASHTO T248, and half of it shall be marked with an ID number and tested by the Developer/Contractor. The other half of the sample shall be sealed in a canvas sack or plastic bucket, and marked with the ID number, stored in a weather protected container, and reserved for use in retesting if needed. Material shall be retained until written notification is given by ACHD that it can be discarded. E. Acceptance, gradation, binder content and volumetrics for plant mix pavement and/or Superpave Hot Mix asphalt shall be performed on the loose mix sampled from the roadway, haul unit, or an approved sampling method at the Hot Plant. At the start of each project the location for sampling shall be determined by ACHD and all samples for the project shall be obtained from that determined location. The hot mix sample used for asphalt binder content, gradation and volumetric testing shall be doubled in size. The sample shall be split in accordance with AASHTO R47 and half of the sample shall be used for the appropriate testing. The other half of the sample shall be sealed in a box, marked with the sample ID number, stored in a weather protected enclosure, and reserved for use in retesting if needed. Material shall be retained until written notification is given by ACHD that it can be discarded. Quality Assurance A. ACHD shall oversee the Developer's/Contractor's fulfillment of the QC requirements, and independently verify that the QC test results being submitted by the Developer/Contractor are representative of the workmanship and product quality. ACHD will also be responsible for determining general project acceptance based on conformance to the approved plan and specifications. B. ACHD will perform random Quality Assurance testing at the intervals specified in Minimum Testing Frequency table. C. Acceptance of material will be based on the Quality Assurance test performed by ACHD. If no QA test is performed, acceptance will be based on the QC tests results and inspections as determined by ACHD. D. ACHD will perform random inspections of material storage and handling practices. Dispute Resolution A. The dispute resolution process is to resolve differences between the Developer/Contractor and ACHD when a disagreement regarding the test results occurs. B. When a failing QA test occurs, production may be suspended until the differences are resolved and ACHD is satisfied. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 12 C. ACHD may run one or more tests of the split material from the QC process to help resolve differences. D. When ACHD and the Developer/Contractor are unable to resolve the differences, a Third Party prequalified independent lab shall be brought in to verify testing. E. ACHD will hire the Third Party independent lab. If ACHD tests are found to coincide with the independent lab, ACHD will not grant additional contract time due to any delays in production and the Developer/Contractor shall bear the costs associated with the Third Party resolution. Likewise, if the Developers/Contractors tests are found to coincide with the independent lab, ACHD will bear the costs associated with Third Party resolution and will grant additional time for any delay caused by this additional testing. F. For hot mix density dispute testing, cores shall be obtained by the Third Party from the same locations as the nuclear gauge tests. Independent Assurance Program A. ACHD practices the standards of the Western Alliance for Quality Transportation Construction (WAQTC). B. ACHD Independent Assurance personnel may observe testers and verify that the equipment and techniques used for the required testing are calibrated and performing accurately, per WAQTC. During construction, it may be necessary for an IAP representative to verify the reliability of the tester by witnessing sampling and testing, and by splitting samples and comparing results. C. All independent testing laboratories to be used shall be pre-qualified by ACHD prior to construction. To request an inspection and certification, contact the ACHD Lab Coordinator at 387-6310 to schedule. Laboratories that are currently certified by the Idaho Transportation Department (ITD) can provide ACHD with their current certification as confirmation of qualification. In the event that the lab is ITD certified; a facility inspection by ACHD IAP personnel may still be required. Price Adjustment for Non- Compliant Materials or Products A. When material fails to meet the required specifications, they will be subject to a price adjustment or rejection. ACHD may also request a lengthened warranty period. B. ACHD will, in its sole, discretion determine the price adjustment or rejection. C. The determined price adjustment or rejection of material shall be applied to the quantity of material that is represented by the non-compliant test results, as outlined in the Minimum Testing Frequency table. Minimum Testing Requirements A. The requirements outlined herein are the established minimum acceptance requirements for materials used in standard applications and paid for under standard bid items. For special provision items, material used in non-standard, non-roadway, temporary applications, or small quantities of materials, alternative materials acceptance requirements will be determined as discussed herein or as specified in the contract documents, or as otherwise approved by ACHD. Material placed without appropriate testing shall be subject to a price deduction or rejected as determined by ACHD. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 13 B. Minimum testing frequencies are included in the Minimum Testing Frequency table. The Developer/Contractor frequencies may only be altered by Change Order approved by ACHD. ACHD may elect to increase its own testing frequency at any time. Testing frequency should be increased when accepting material from newly developed sources or those with varying results. C. Material source approval requirements are not listed in this document. All fill and aggregate material imported to the project must be obtained from ACHD or ITD approved materials sources. D. Based on inspection and without regard for testing frequency, ACHD may isolate and reject obviously defective material. E. When the material is not listed in the Minimum Testing Frequency table and not identified in the ISPWC, acceptance shall be determined by ACHD. F. When the material is required by the Contract to meet a given specification, such as ASTM or AASHTO, acceptance of material will, at a minimum, require a manufacturer's certification. A partial list of such material is outlined in the List of Miscellaneous Material Accepted on the Basis of Manufacturer's Fabricator's Certification. Small Quantities A. ACHD may accept small quantities of certain materials without sampling and testing. The determination to accept materials using this provision rest solely with ACHD. B. The following are not eligible for small quantity acceptance: i. Concrete with a specified strength of greater than 3000 psi. ii. Paving on the roadway with quantities above 100 ton. C. Materials may be accepted as a small quantity if the estimated quantity is less than the minimum QC testing frequency. The small quantity exception may be used on pavement items such as; small patches, utility repairs, pavement placed outside the traveled way (driveways, approaches, mailbox turnouts, asphalt sidewalk and curb), and temporary pavement. D. The minimum requirements that must be met for small quantities includes; approved sources, mix design, material certifications, inspection, and a core for density acceptance of mainline and intersection paving less than 100 tons. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 14 SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 711 Street Page 15 Minimum Testing Frequency Acceptance Quality Control Quality Assurance Column ISPINC Material By/Test Required Contractor ACHD Test Method Requirement A 202 Subgrade QA/Density W^ Minimum 1 test per 5000 Observation AASHTO T 310 per 202.3.8.C.2 (Natural Ground) SY Method B Minimum 1 test per 350 SY Minimum 1 test per 1000 SY AASHTO T 310 B 242 Embankment QA/Density(1J# Per 242.3.9.13 per lift per lift Method B C 202 Embankment QA/Gradation Minimum i per 3000 ton Minimum 1 per 7500 ton AASHTO T 27 Per 202.3.8.C.2 Minimum 1 per 300 feet Minimum 1 per 1040 feet. for each lift. Minimum 1 AASHTO T 310 D 204/30(i Trenches QA/Density[3}" per lift far tra nsverse Minimum 1 for every 3 Method B trenches Per Section 306 transverse trenches. QA/ AASHTO T 27 per 305.2& E 305 Bedding Type 11,11,III Gradation Minimum 1 per 3000 ton Minimum 1 per 7500 ton AASHTO T 314 345.3.1fl Density Method B F 703 Concrete QA/Gradation Each 1000 CY of concrete Each 3000 CY of concrete AASHTO T 11 Per 703.2.1.d.5 (Fine Aggregates) placed placed AASHTO T 27 G 703 Concrete QA/Gradation Each 1000 CY of concrete Each 3000 CY of concrete AASHTO T 27 Per 703.2.1.E.4 (Coarse aggregates) placed placed Concrete QA/ Test for slump&air on Minimum 1 per 300 CY of H 743 (specified strength Slump first truck then for every each class of concrete AASHTO T 119 per Section 703 of 3500 psi or 100 CY of each class of AASHTO T 152 greater) Air Content concrete placed placed Each set consists Minimum one(1)set per Minimum one (1) set per of(2)28-day and Concrete 1 7-da 100 CY of each class of 300 CY of each class of { Y {specified strength QA/ AASHTO T 22 cylinders.make 1 743 AASHTO T 23 Compressive concrete placed;or one(1) concrete placed;or one (1) the cylinders greater)of psi or Strength per day,whichever per day,whichever from loads that grea frequency is greater frequency is greater. are tested for slump,air,etc. QA/ Test for slump&air on Minimum 1 per 300 CY of Concrete (if applicable) first truck then for every AASHTO T 119 J 743 (specified strength Slump 100 CY of each class of each class of concrete AASHTO T 152 Per Section 703 of 3000 psi or less) Air Content concrete placed placed SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7' Street Page 16 Column ISPWC Material Acceptance Qua I ity Control Quality Assurance Test Method Requirement By/Test Required Contractor ACHD AASHTO T 11 K S01 Uncrushed Gradation (2)" Minimum 1 per project Minimum 1 per project AASHTO T27 Per801.2.2 Aggregates SE AASHTO T 176 (Method 2) 1 test per 500 linear feet Uncrushed QA{ i test per 1000 linear feet of AASHTO T 310 L Sol Aggregates Density(1}' of roadway for each lift, roadway for each lift Method B Per 202.3.8 based on two travel lanes QA/ AASHTO T11 Gradation Minimum 1 per 3000 ton AASHTO T 27 M 802 Crushed Aggregates SE or 1 per project,whichever Minimum 1 per 5000 ton AASHTO T 176 Per 802.2.2 Fractured Face frequency is greater (Method 2) (5)* T P 51 1 test per 500 linear feet of N 902 Crushed Aggregates QA/Density roadway based on two travel 1 test per 1000 linear feet of AASHTO T 310 Per 202.3.8 lanes. 1 test per 50D linear roadway Method B feet for curb/gutter/sidewalk Plant QC I AASHTO T 11 Mix/Superpave Gradation One (1)sample at start of AASHTO T 27 0 903 Aggregates SE project,then 1 test per 1 test per project AASHTO T 176 Per 803.2.2 (Cold Feed) Fractured Face each 3000tons. (Method 2) (5}* T P 61 Pia nt Mix/ QA/ One sample for each shift One sample Superpave Sampling that hot mix is produced Additional samples taken at AASHTO T 40 consists of three P 605 performance grade Presence of and supplied to ACHD for ACHD discretion. Idaho IT 99 (3) one-quart binder Anti-Strip testing (color only) metal cans. Plant Mix Pavement QA/ One(1)sample per 750 AASHTO T 168 Sampling tons or one(1)sample per Per Section SP-1 and SP-2 AASHTO T 30 Q 810 Superpave HMA Asphalt Content day,whichever frequency Each 1500 Tans AASHTO T 308 910.3.13.B Gradation is greater Plant Mix/ QC/ AASHTO T 168 Superpave Recycled Sampling Based on category type. Additional samples taken at R S10 AASHTO T 308 Per 510.2.5.1) Asphalt Pavement Asphalt Content See Section 810.2.5.D ACHD discretion. AASHTO T 30 (RAP) Gradation SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 711 Street Page 17 Column ISPWC Material Acceptance Quality Control Qua I ity As s u ra n ce Test Method Requirement By/Test Required Contractor ACHD Densometers must be Densometers must be correlated to cores on first correlated to cores on first Compare core day of paving,design day of paving,design change density results Plant Mix Pavement QC Correlating AASHTO T 16fi change or change in or change in underlying with the S 8101814 /Superpave Hat Mix density gauge underlying material. mater Method C ial.Minimum 3cores corresponding Asphalt Minimum 3 cores for for quantities up to 750 gauge reading (Cores) quantities up to 750 tons, tons, minimum 5 cores over to attain a minimum 5 cores over 750 750 tons that day. correlation. tons that day.(3)-*(4)-*(6)-* (3)*(4)-*(6)^ One(1)core every 750 Plant Mix Pavement CIA{ tons or two(2)cores per ,additional samples taken at T 810/814 /Superpave Hot Mix Asphalt depth road section,whichever is NA Per814.6.1 Asphalt (Cores) greater. Maximum 4 inch ACHD discretion. diameter (4�' No greater than 96% and Plant Mix Pavement QC no less than Density using One(1)test every 100 ton One(1)test every 300 ton of U 910/814 /Superpave Hot Mix correlated nuclear of HMA paved HMA paved WAQTC TM-8 92% of the Asphalt gauge Max.Theo. Density from JMF CONTROL Each sample AASHTO T 168 Gradation must be at One(1)sample per 750 AASHTOT 308 Superpave Hot Mix VFA least 80 Ibs V S14 Asphalt DP tans or one (1)sample per One(1)sample per 1500 AASHTO T30 5P-3 through 5P-6 QC ACCEPTANCE# day,whichever frequency tons AASHTCI T 312 Results must VA is greater AASHTO T 209 meet Section VMA AASHTO T 166 814.2.2 WhEamare=is mogranajorro test,t e compactron a artmust acumen ar acceptance me mg equrpment an r rpasses.-Nee 2U277rT (2)•The testsample mass fnrsieve analysis wifl he determined using the oominaf maximum srte of the tes[edmaterialacaording to AA5HTO T27,exwept the moxrmum testsompfe mass,otter reduMor;wrlf not be greater than 651bs_ (3)•Both parries wrllcorrelate from same core locations.Wctare results will be used for densr1y voceptarrce an frrstday afpraducvron arrd correlation of all gouges.CA resuhs wX be for verification only+0.012). (41'Contractor wr7l provide ACHD with cores and frfl all karations with o quick setting grout_ (51011RAP rs alfowsed,must meet gradation requirements offer addition of RAP. (6)•Mat thickness less than 2.5 ruches wig require separate gauge correlations for tap and bottom lifts. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 711 Street Page 18 List of Miscellaneous Material Accepted on the Basis of Manufacturer's or Fabricator's Certification Bearing Pads and Plates H-Beam Piles Brick and Blocks, Masonry Illumination Pales and Bases Bridge Rail, Metal Joint Sealants and Sealers Cement Liquid or Emulsified Asphalt Concrete Admixtures Metal Reinforcement Concrete,Rapid Set Paint{only small quantities less than 25 gallons(100L)) Delineators and Mileposts Performance Graded Asphalt Binder Dowel Ba rs and Tie Bars for Concrete Pavement Pipe Dust Oil Sewer{storm and sanitary) Manholes Electrical Signs and Posts Epoxies Steel Shell Piling Epoxy Patch Steel Fiber Structural Bofts Flyash Timber(structural) Geotextiles Traffic Signal Poles and Mast Arms Guard Rail and Posts SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 711 Street Page 19 ROADWAY SPECIAL PROVISIONS 1. 0201.4.1.C.1 — REMOVAL OF OBSTRUCTIONS ON PAGE 5 OF SECTION 201 OF THE ISPWC, PART 4.1.C, replace the entire section with the following: This item shall include all costs associated with, but not limited to, the removal of concrete (curb & gutter, sidewalk, curb ramps, driveways, etc), asphalt, landscaping, sodding, sawcutting, and any other items required to be removed or adjusted for which a separate pay item has not been made. All costs associated with backfilling voids created by the removal of pipes, pole foundations, structures, and other items shall be considered incidental, and no separate payment will be made. Payment for this item will be made under: 0201.4.1.C.1 —Removal of Obstructions ......................................... lump sum (LS) 2. 202.4.1.A.1 — EXCAVATION (PLAN QUANTITY) ON PAGE 14 OF SECTION 202 OF THE ISPWC, PART 4— MEASUREMENT AND PAYMENT, SUBSECTION 4.1, delete Subsection A and replace with the following: A. Excavation: This item shall be paid for by the cubic yard on a plan quantity basis with no final measurement, for which the price and payment shall constitute full compensation for excavating, loading, hauling and disposing of excess excavated material and for loading, hauling, spreading, blending, shaping, drying, watering and compacting excavated material that is acceptable for the use as on-site borrow for embankment fill, and for all tools, labor and incidentals necessary to complete the work and all appurtenances not itemized on the Bid Schedule. The plan quantity listed on the Bid Schedule represents the volume of excavated material required to construct the subgrade and cut and fill slopes as shown on the project plans and standard drawings and as described in the ISPWC and these Special Provisions. Placing on-site borrow for embankment fill is incidental to the excavation pay item and no separate payment will be made. 1. Bid Schedule Payment References: 202.4.1.A.1 Bid Schedule Description: Excavation (Plan Quantity) ......................................cubic yard (CY) 3. 403.4.1.A.1 — RELOCATE FIRE HYDRANT ASSEMBLY ON PAGE 1 OF SECTION 403 OF THE ISPWC, PART 1.1.B., add the following: This item also includes furnishing all materials, equipment, and labor necessary to relocate an existing fire hydrant at the locations shown on the plans. Prior to starting relocation, Contractor shall confirm with the City of Meridian Public Works Inspector that the existing fire hydrant is operational and that the City wishes to relocate the existing hydrant. The existing locate wire shall be repaired as necessary to provide continuity in accordance with City of Meridian Standard Specifications. ON PAGE 2 OF SECTION 403 OF THE ISPWC, PART 2.2.A., add the following: All fire hydrants shall have an approved Storz connection adapter added onto the 4-1/2 outlets. Joints restraints shall be installed at all new fittings and pipe joints per Meridian SD-W8. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 20 ON PAGE 4 OF SECTION 403 OF THE ISPWC, PART 3.2, add the following: The existing water line pipe shall be replaced back to the last bell or back to the gate valve. No couplers are allowed on the pipe between the valve and the hydrant. 4. 404.4.1.A.1. —WATER SERVICE CONNECTION 404.4.1.A.1. —WATER SERVICE LINE (METER TO BUILDING) (CONTINGENCY ITEM NOT SHOWN ON PLANS) ON PAGE 1 OF SECTION 404, PART 1.1, add the following: This item shall include adjusting the cover to final grade once all roadway and landscape construction is completed. Relocate Existing Water Meter: This item also includes furnishing all materials, equipment, and labor necessary to relocate an existing water meter at the locations shown on the plans. Prior to starting relocation, Contractor shall confirm with the City of Meridian Public Works Inspector that the existing water meter/service is operational and that the City wishes to relocate the existing water meter/service or if the City wishes to completely replace it with a new water service connection under this bid item. Water Service Line (Meter to Building): This item includes furnishing all materials, equipment and labor necessary for the installation of a new water service line, regardless of size, between the meter and the building. New service line size shall match existing service line size on property owner side of meter. If this item has not been identified on the plans, then it shall only be completed when directed to do so by the City of Meridian Public Works Inspector. If it has not been identified on the plans, then this item shall only be used when the City determines that there is a problem with the existing service line on the property owner side of the meter and it needs to be replaced. ON PAGE 5 OF SECTION 404, PART 3.2, add the following: Contact Meridian Public Works Inspector a minimum of five (5) days prior to installing the service connection to coordinate meter delivery and installation. Relocate Existing Water Meter: The existing water service vault, cover, meter setter, meter, valves, fittings and other appurtenances shall be relocated in accordance with City of Meridian and ISPWC standards. The service line shall extend to the new meter vault location in accordance with City of Meridian standards. No splices are allowed on service lines, service lines may be fused. The existing locate wire shall be repaired as necessary to provide continuity in accordance with City of Meridian Standard Specifications. Water Service Line (Meter to Building): SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 21 Contractor shall locate existing service line and replace it from the meter up to a point 5 feet from the outside of the existing building, or a point identified by the City. The new service line shall be connected to the new service connection installed under bid item 404.1.A.1. Contractor shall take pictures of each individual property before and after starting work on each property. After all work is complete, Contractor shall have each property owner provide written documentation that their property has been restored to an acceptable level. A copy of the pictures and written documentation shall be provided to the City. Installation of the new water service line (meter to building) shall be coordinated with the City of Meridian and the property owner. The installation shall not be made until approval is received from the City and the property owner. All surface restoration, landscape restoration, sprinkler repair, fence repair and other necessary site repairs due to the installation of the water service line (meter to building) shall be considered incidental to the water service line (meter to building) bid item. All work to install the service line that occurs outside the public right-of-way shall be inspected by the City of Meridian Building Department. Contractor shall coordinate inspection with building department. Service line installation and testing shall be in accordance with the City of Meridian Building Department regulations and the local plumbing code. Payment for this item will be made under: 404.4.1.A.1 — Relocate Existing Water Meter ........................................ Each (EA) 404.4.1.A.1 —Water Service Line (Meter to Building) ......................... linear foot(LF) Payment will not be made without prior approval by the City of Meridian Inspector. 5. 0706.4.1.A.1 —STANDARD 3-INCH ROLLED CURB & GUTTER This item shall be for standard 3-inch rolled curb and gutter including forming, furnishing and installing or constructing joint devices and fillers, furnishing and installing reinforcing steel (unless otherwise specified) miscellaneous embedded items, furnishing, placing, finishing, and curing concrete. Excavation, backfill, and compaction are considered incidental to this item and all other items not itemized in the Bid Schedule. Base materials will be measured and paid under their respective pay items. Concrete fillet for valley gutter considered incidental to this bid item. See ACHD Standard Detail SD-701. Payment for this item will be made under: 0706.4.1.A.1 —Standard 3-inch Rolled Curb &Gutter ......................... linear foot (LF) 6. 0706.4.1.A.5—STANDARD 6-INCH VERTICAL CURB & GUTTER This item shall be for standard 6-inch vertical curb and gutter including forming, furnishing and installing or constructing joint devices and fillers, furnishing and installing reinforcing steel (unless otherwise specified) miscellaneous embedded items, furnishing, placing, finishing, and curing concrete. Excavation, backfill, and compaction are considered incidental to this item and all other items not itemized in the Bid Schedule. Base materials will be measured and paid under their respective pay items. Concrete fillet for valley gutter considered incidental to this bid item. See ACHD Standard Detail SD-701. Payment for this item will be made under: SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 22 0706.4.1.A.5—Standard 6-inch Vertical Curb &Gutter ......................... linear foot (LF) 7. 0706.4.1.113.1 —CONCRETE VALLEY GUTTER This item shall be for concrete valley gutter including forming, furnishing and installing or constructing joint devices and fillers, furnishing and installing reinforcing steel (unless otherwise specified) miscellaneous embedded items, furnishing, placing, finishing, and curing concrete. Excavation, backfill, and compaction are considered incidental to this item and all other items not itemized in the Bid Schedule. Base materials will be measured and paid under their respective pay items. See ACHD Standard Detail SD-708. Payment for this item will be made under: 0706.4.1.B.1 —Concrete Valley Gutter ..................................................... linear foot(LF) 8. 0706.4.1.E.1.5—CONCRETE SIDEWALK, 5" THICKNESS This item shall be for 5-inch thick sidewalk including forming, furnishing and installing or constructing joint devices and fillers, furnishing and installing reinforcing steel (unless otherwise specified) miscellaneous embedded items, furnishing, placing, finishing, and curing concrete. Excavation, backfill, and compaction are considered incidental to this item and all other items not itemized in the Bid Schedule. Base materials will be measured and paid under their respective pay items. See ACHD Standard Detail SD-709. Payment for this item will be made under: 0706.4.1.E.1.5—Concrete Sidewalk, 5"Thickness .......................... square yard (SY) 9. 0706.4.1.G.1 — CONCRETE REPAIR This item shall be for 5-inch thick concrete repair including forming, furnishing and installing or constructing joint devices and fillers, furnishing and installing reinforcing steel (unless otherwise specified) miscellaneous embedded items, furnishing, placing, finishing, and curing concrete. Excavation, backfill, and compaction are considered incidental to this item and all other items not itemized in the Bid Schedule. Base materials will be measured and paid under their respective pay items. Payment for this item will be made under: 0706.4.1.E.1.5—Concrete Repair ...................................................... square yard (SY) 10. 0706.4.1.H.1 —PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES, TYPE "A" This item shall be for pedestrian ramp per ISPWC SD-712A with detectable warning domes including forming, furnishing, and installing or constructing joint devices and fillers, "Traffic Yellow" truncated domes, miscellaneous embedded items, necessary saw-cutting of existing curb & gutter or back of curb to meet ADA standards, furnishing, placing, finishing, and curing concrete. Excavation, backfill, , and compaction are considered incidental to this item and all other items not itemized in the Bid Schedule. Base materials will be measured and paid under their respective pay items. Payment for this item will be made under: SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 23 0706.4.1.H.1 — Pedestrian Ramp w/Detectable Warning Domes, Type "A" ................. each (EA) 11. 0706.4.1.H.2 — PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES, TYPE "G" This item shall be for pedestrian ramp per ACHD Standard Detail SD-712G with detectable warning domes including forming, furnishing, and installing or constructing joint devices and fillers, "Traffic Yellow" truncated domes, miscellaneous embedded items, necessary saw-cutting of existing curb & gutter or back of curb to meet ADA standards, furnishing, placing, finishing, and curing concrete. Excavation, backfill, and compaction are considered incidental to this item and all other items not itemized in the Bid Schedule. Base materials will be measured and paid under their respective pay items. Payment for this item will be made under: 0706.4.1.H.3—Pedestrian Ramp w/Detectable Warning Domes, Type "G.. ................. each (EA) 12. 802.4.1.A.1 —CRUSHED AGGREGATE FOR BASE TYPE 1, %" MINUS ON PAGE 7 OF SECTION 802 OF THE ISPWC, PART 4—MEASUREMENT AND PAYMENT, SUBSECTION 4.1, delete Subsection A and replace with the following: A. Crushed Aggregate for Base: This item shall be paid for by the cubic yard on a plan quantity basis with no final measurement, for which the price and payment shall constitute full compensation for loading, hauling, and placing. 1. Bid Schedule Payment References: 802.4.1.A.1 Bid Schedule Description: Crushed Aggregate for Base Type 1, 1/4" Minus ......cubic yard (CY) 13. 1001.4.1.A.1 —SEDIMENT CONTROL This item shall be for all work associated with erosion and sediment control including preparation and submittal of Sediment and Erosion Control Plans. Includes all appurtenances not itemized in the Bid Schedule. Payment for this item will be made under: 1001.4.1.A.1 —Sediment Control ............................................................... lump sum (LS) 14. 1006.4.1.C.1 — INLET PROTECTION This item includes all labor, materials, and equipment for installing, maintaining, removing, and all other appurtenances not itemized for temporary storm drain and channel protection. Payment for this item will be made under: 1006.4.1.C.1 — Inlet Protection ...................................................... each (EA) 15. 1103 ITEMS—CONSTRUCTION TRAFFIC CONTROL ON PAGE 6 OF SECTION 1103 OF THE ISPWC, PART 3—WORKMANSHIP, SUBSECTION 3.1 - GENERAL, add the following: SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 24 L. Temporary work zone traffic control (TC) equipment placed in public right-of-way under Ada County Highway District (ACHD)jurisdiction shall be placed in accordance with Section 6F.03 of the Manual on Uniform Traffic Control Devices (MUTCD) and as follows. 1. Ground mounted signs installed at the side of the road in rural areas shall be mounted at a height of at least 5 ft, measured from the bottom of the sign to the near edge of the pavement. In business, commercial, and residential districts where parking and /or bicycle or pedestrian movement is likely to occur, or where there are other obstructions to sign visibility, or where there are two or more through lanes in each direction, the distance between the bottom of the sign and the near edge of the traveled way shall be at least 7 ft. 2. Neither portable nor permanent sign supports or barrels should be located on sidewalks, bicycle facilities, or areas designated for pedestrian or bicycle traffic, unless required for construction activities, in which case suitable detours must be provided. Signs mounted lower than 7 ft should not project more than 4 inches into pedestrian facilities. 3. The height to the bottom of a secondary sign mounted below another sign may be 1 ft less than the appropriate height specified above. 4. All traffic control signs that will be left in place for longer than three (3) days shall be mounted on a wood or metal post set at least 30" into the ground or as directed by the Engineer. Temporary installations will be allowed for signs left in place less than three (3) days. All sign supports shall be crashworthy in accordance with NCHRP 350 standards. Exceptions to this are the following signs from the MUTCD: R9-8 through R9-11a (Pedestrian and Sidewalk series), R11 (Road Closed series), W1-6 through W1-8 (Horizontal Arrow series), M4-10 (Horizontal Detour Arrow), or other similar types of signs that are typically mounted on portable barricades. 5. Signs mounted on barricades and barricade/sign combinations shall be crashworthy. 6. Signs mounted on barricades or other portable supports shall be no less than 1 ft above the traveled way. Sign installations of this type shall only be allowed where approved by the Engineer. 7. Signs mounted on barricades shall not cover more than 50% of the top two rails or 33% of the total area of the three rails. 8. Large signs having an area exceeding 50 square feet that are installed on multiple crashworthy posts shall be mounted a minimum of 7 ft above the ground. 9. Temporary work zone traffic control signs that are not needed at the end of the work day are to be covered, turned, or removed from the work site. Signs that are covered or turned shall be delineated by the use of reflective tape, cones, or barrels. Signs mounted on portable supports are not to be rotated to a horizontal orientation; this creates a hazardous obstruction. M. All TC signing and detours are to be in place and approved by the engineer prior to the Contractor starting work. All signing and channelization shall be per the MUTCD, latest edition, and Section 1103 of the ISPWC. The engineer or his representative will be the sole judge in determining the acceptability of the condition and appearance of the traffic control and work zone devices. Devices or signs determined to be in unacceptable condition are to be promptly replaced with materials of acceptable condition and appearance. N. All stop and street name signs will remain installed and visible at their current location at all times. Temporary stop and street name signs shall be provided for traffic control while the permanent signs are being replaced, relocated, or are obstructed. O. The contractor may be required as part of this item to install and move the traffic control drums numerous times as needed to properly control traffic on the project. P. The contractor shall provide informational signs at the being and end of each roadway segment or as directed by ACHD. Informational signs shall have white background with black letters and SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 25 1" black perimeter line. Project name shall have a '/2' border. Sign shall be made of 1/d' billboard plywood or traffic sign aluminum. Signs from previous project with appropriate letter changes may be used if approved by ACHD prior to installation. Attached to type III barricade or install with two crashworthy 4" x 4" posts. 0") Project Sponsored By City Logo Here NAME OF PROJECT 1 ( ") A description of project (2")Contractor: Completion Date:(year/season) For Information Call ACHD at 387-6280 White Background With Black Letters And 1" Black Perimeter Line. Project Name Will Have A Y2" Border. Sign Will Be Made Of 35" Bill Board Plywood Or Traffic Sign Aluminum. Signs From Previous Projects With Appropriate Letter Changes May Be Used If Approved By The Engineer Prior To Installation. Attach To Type III Barricade Or Install With (2) 4x4 Posts. City Logos Vary Per Project And Text Size Of Each City Logo Will Be Similar In Size Compared With The ACHD Logo. INFORMATIONAL SIGN 12 ON PAGE 7 OF SECTION 1103 OF THE ISPWC, Part 4— MEASUREMENT AND PAYMENT, delete subsection 4.1 and add the following: 4.1 An itemized list of all traffic control items installed on the project and their respective certifications shall be delivered to the project inspector within 48 hours of installation. 4.2 The traffic control (TC) devices shall be paid as listed on the bid item schedule. Miscellaneous traffic control items including flashers and flags shall be considered incidental to other traffic control items and no separate payment will be made. 4.3 The accepted quantity of construction signs will be paid for at the contract unit price bid per square foot for the initial installation only. Signs utilized for multiple construction phases shall be paid for at the contract unit price bid per square foot for the initial installation only. Additional payment will not be made for signs that are removed from the project and reinstalled during a later phase of construction. Relocation of signs within the project after the initial installation shall be paid for under the Traffic Control Maintenance item, as authorized by the Engineer. 4.4 Traffic Control Maintenance and flagging are to be initiated only by authorization of the project inspector. TC Maintenance personnel and Flaggers are to notify the project inspector upon arrival on site. Invoices for TC Maintenance and Flagger hours are to be provided to the project inspector within 48 hours of the day the activity took place. 4.5 The cost to cover, relocate and/or reinstall existing permanent traffic control signs as required within the construction limits shall be incidental to the other traffic control items of work, and no separate payment shall be made. This work shall be performed in accordance with the Manual on Uniform Traffic Control Devices, current edition. ON PAGE GC-16 OF THE ACHD GENERAL CONDITIONS, ITEM 29—VARIATIONS IN QUANTITIES, add the following to the second paragraph: This paragraph shall not apply to Section 1103 bid items. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 71h Street Page 26 ON PAGE 7 OF SECTION 1103 OF THE ISPWC, PART 4— Measurement and Payment, add the following to Section 4.1.B: Informational signs required for the project shall be included in the measurement and payment of the Traffic Control Signs. 16. 1134.05.21 — PAVEMENT MARKINGS (THERMOPLASTIC) Measurement: Pavement markings (e.g. stop bars, crosswalks, symbols, arrows and word markings) will be measured by the square foot for the actual area covered. Payment:The unit contract prices for the bid items listed below shall be full compensation for furnishing all labor, tools, materials, and equipment necessary or incidental for the completion of the work as herein specified. All traffic stripes, pavement markings, channelizers and delineators shall comply with the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and these Supplemental Provisions (see ACHD Standard Details TS-1112 &TS-1113). Payment will be made for this section under the following items: 1134.05.21 —Pavement Markings (Thermoplastic) ....................................... square foot(SF) 17. 1135.01.07— RELOCATED ROADSIDE SIGN Description:All signs, poles and related hardware shown on the plans to be relocated shall be removed and delivered to the ACHD Traffic Operations Sign Shop. The ACHD Sign Crew Chief shall inspect the condition of the sign, pole and related hardware. If the sign, pole and hardware are in an acceptable condition, they shall be reissued. Any sign, pole or related hardware that is not in an acceptable condition shall be replaced by ACHD. If ACHD determines that a sign is not in an acceptable condition and does not have the replacement sign in stock, then ACHD will either make or purchase a new replacement sign. Replacement signs should be provided to the Contractor within three weeks of sign inspection. All sign removals shall be done at the appropriate time as determined by the ACHD Traffic Engineer or the ACHD Resident Project Representative. Signs may need to be relocated one or more times before final relocation or removal. All costs associated with these relocations shall be incidental to other items in the contract. The ACHD Traffic Operations Sign Shop is located at: 3700 Adams St. Garden City, ID 83714 All deliveries shall be coordinated with the ACHD Traffic Operations Supervisor a minimum of two days in advance. Signs shall be carefully removed to prevent damage. Any sign damaged or destroyed due to the Contractor's negligence shall be replaced by the Contractor at no cost to ACHD. Sign removal shall be paid for as provided in the contract documents. If the contract documents do not provide a specific bid item for removal and salvage of roadside signs, then removal and salvage of roadside signs shall be incidental to other items in the contract. Sign installation shall be paid for as provided herein. Measurement: Roadside sign relocation shall be measured by the unit from actual count. One or more sign panels mounted on a post will be counted as one single roadside sign relocation. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 27 Payment: The unit contract prices for the bid items listed below shall be considered full compensation for furnishing all labor, tools, materials and equipment necessary or incidental for the completion of the work as shown on the Plans and these Supplemental Provisions. All signs shall comply with the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and these Supplemental Provisions (see ACHD Standard Detail TS-1114). Payment will be made for this section under the following items: 1135.01.07 —Relocate Roadside Sign ................................................... each (EA) 18. 2010.4.1.A.1 — MOBILIZATION This item includes all labor, material and equipment required to perform the work as specified. All mobilization costs for subcontractors is considered incidental to this bid item. Payment will be made for this section under the following items: 2010.4.1.A.1 — Mobilization ....................................... lump sum (LS) SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 28 SPECIAL PROVISIONS 1. SP 02020—GRAVEL REPAIR Description:This item shall include all costs associated with the repair of existing gravel driveway accesses abutting the project to match the grades of new back of sidewalk and existing gravel. Locations for repairs are shown on the plans or as directed in the field by the Engineer. Materials & Workmanship:This item shall include excavation and/or borrow, construction of necessary embankment, labor, equipment, and materials necessary to complete placement of a 6- inch thickness of 3/4" aggregate base course, on a compacted subgrade. Materials shall meet the requirements of Section 802. Measurement and Payment:Gravel Repair will be measured per square yard and shall include all labor, equipment, and material necessary for the completion of the bid item. Payment for this item will be made under: SP 02020 Gravel Repair ................................................................................per square yard (SY) 2. SP 11551 — PEDESTRIAN TEMPORARY TRAFFIC CONTROL PLAN Description:This work shall consist of preparation and implementation of a Pedestrian Temporary Traffic Control (TTC) Plan as needed in the construction area inclusive to provide temporary facilities, including reasonably safe pedestrian routes around the Contractor's work in accordance with the Americans with Disabilities Act (ADA). Materials:All materials (signs, barricades, temporary facilities and appurtenances) shall be in accordance with the Americans with Disabilities Act of 1990 (ADA) and Manual on Uniform Traffic Control Devices (MUTCD). Workmanship:The Contractor shall develop a Pedestrian TTC Plan for work at the construction site based upon his planned construction operation. The Contractor shall submit a written outline of the TTC plan along with a layout of all temporary facilities, barricades and signing for review and approval prior to construction. The TTC plan shall provide the following: 1. The needs and control of pedestrians and bicyclists within the roadway and/or public right-of-way, including persons with disabilities in accordance with the Americans with Disabilities Act of 1990 (ADA), Title II, Paragraph 35.130)through a temporary traffic control "TTC"zone shall be an essential part of highway construction, utility work, maintenance operations, and the management of traffic incidents. The primary function of TTC is to provide for the reasonably safe and efficient movement of road users through or around TTC zones while reasonably protecting workers, responders to traffic incidents, and equipment. 2. Temporary facilities, including reasonably safe pedestrian routes around work sites, are also covered by the accessibility requirements of the Americans with Disabilities Act of 1990 (ADA) (Public Law 101-336, 104 Stat.327, July 26, 1990. 42 USC 12101-12213 (as amended)). Implementation of TTC plans and installation and maintenance of devices shall be the responsibility of the Contractor performing the construction, alteration and/or maintenance of the roadway or public right-of-way. When an existing continuous sidewalk or street crossing route cannot be maintained for pedestrians because of construction, either temporary walkways with curb ramps are to be provided, or the construction shall be phased to maintain access to the affected addresses. Contractors shall be allowed flexibility as long as the requirements are met. 3. The location of the construction project and whether or not accessible facilities are present shall also determine the extent of the needed temporary facilities. The Contractor is only required to SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 29 maintain practical continuity where accessible facilities already exist. On low speed rural roads that do not have sidewalks and are used by bicyclists, no additional measures are needed as the bicycles can share the available travel lanes with other traffic. On moderate to higher speed rural roads, if a bike lane exists then it should be properly detoured, complete with signage, to provide a safe route through or around the work area. If a road or bridge project affects vehicular traffic to a business, residence, school or any other type of pedestrian generating location with existing accessible facilities, then pedestrian and handicapped access must be maintained. 4. A continuous route for all pedestrians, including the disabled and bicyclists, shall be maintained at all times. When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, the temporary facilities shall be detectable and include accessibility features consistent with the features present in the existing pedestrian facility. The temporary route should enable pedestrians to bypass the construction site while minimizing the retracing of their steps or going significantly out of their way. Additional consideration must be given to the disabled since they may not have the physical or cognitive ability to improvise (e.g. balancing along the curb or a very narrow path) or use unofficial alternatives (e.g. using an adjacent grass surface). Temporary routes must meet the accessibility guidelines of the ADA for permanent facilities and shall be marked with the proper signage. Should existing crosswalks at signalized intersections be closed or made inaccessible, temporary crosswalks should be painted in an accessible location. Temporary signals should include pedestrian phases. 5. Contractors shall not block temporary walkways with Contractor parking, materials piles, signs, rubble or rubbish. Construction equipment and equipment operation must be separated from the temporary walkways. At work zones where higher volumes of pedestrian traffic or school children exist, pedestrian fences or other protective barriers may be needed to prevent access into the construction area. 6. Detour and diversion routes, when used for pedestrians and bicyclists, should be evaluated for the following items: a. Direct conflicts between pedestrians and vehicular traffic, work vehicles, and other work activities must be reduced with protective barriers or continuous high contrast fencing (min 36" high with a 6" high toe board). See Manual on Uniform Traffic Control Devices (MUTCD) 6F.68 and 6D.02. b. Temporary pedestrian facilities should provide safe, accessible routes that replicate as nearly as practical the most desirable characteristics of the existing facility, and parallel the disrupted route whenever possible. A smooth, continuous hard surface should be provided throughout the entire length of the temporary pedestrian facility. There should be no curbs or abrupt changes in grade or terrain that could cause tripping or be a barrier to wheelchair use. The geometry and alignment of the facility should meet the applicable requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG)for Buildings and Facilities. See MUTCD 6D.01 and 6D.02. c. Advance information placed at appropriate distances before the work zone allowing pedestrians to make timely decisions about routes through or around the work zone. See MUTCD 6F.14. d. Transition information allowing pedestrians to find a safe path through and around work zones, which is critical when the pathway is restricted, diverted or detoured. See MUTCD 6F.14. e. Work area information assisting in safe passage of pedestrians through the work zone. This information is needed on all pedestrian routes except detours. See MUTCD 6F.14. f. Exit information directing pedestrians back to the original route. See MUTCD 6F.14. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 30 g. Crosswalk placement at intersections may need additional signage, temporary striping, traffic signal modification, pedestrian signals with audible alarms if justified, proper push button height, and ramps. See MUTCD 6H.29, 6F.80, and 4E.06. h. Accommodations for other transit forms (busses, trains etc.) are made. See MUTCD 6D.02. i. Requirements of the ADAAG and MUTCD are adhered to. j. Access is maintained to the affected businesses and residences. k. Frequent checks of the pedestrian and bicycle accommodations are made during construction to ensure that the temporary traffic control plan is followed, traffic control devices are maintained in good condition, and safe, accessible pedestrian and bicycle routes are available at all times. Upon approval the Contractor shall implement the prepared TTC plan. The Contractor shall be responsible for all work associated with the TTC plan including all initial placement, maintenance, relocations, and removal of all signs, barriers and temporary facilities. Measurement and Payment:Traffic control devices used for the pedestrian or bicycle detour will be paid under their respective bid items when applicable. Relocation of each device to another location shall be paid under Traffic Control Maintenance. This item includes all work to design, submit, modify, inspect, and manage the Pedestrian Temporary Traffic Control Plan. Additional materials, labor, and equipment needed to complete and maintain the approved pedestrian detour will be measured and paid for by Force Account. Payment for this item will be made under: SP 11551 — Pedestrian Temporary Traffic Control Plan............................................force account (FA) 3. SSP 06013—STORMWATER MANAGEMENT PLAN PREPARATION & IMPLEMENTATION Description:This item shall consist of all work associated with contractor plan preparation and approvals to meet the requirements of the National Pollutant Discharge Elimination System (NPDES) Construction General Permit(CGP) and/or the Construction Site Discharge Control (CSDC) Program as required. The contractor is considered an operator having day-to-day control as defined in the EPA CGP; therefore, the contractor is a co-permittee with ACHD in the implementation of the CGP requirements. A Stormwater Pollution Prevention Plan (SWPPP)will be accepted by ACHD in lieu of the CSDC Plan provided that the SWPPP meets the CSDC Program requirements listed in 8305 and 8306 of the ACHD Policy Manual. Workmanship:The contractor is responsible for the completion, submittal, and implementation of the ACHD provided SWPPP drawing and narrative, filing of the Notice of Intent (NOI), and filing of the Notice of Termination (NOT). The CGP and instructions for completing the NOI and NOT forms can be found on the EPA website: http://www.epa.gov/npdes/stormwater/cgp., The SWPPP shall have been prepared and submitted to ACHD for acceptance prior to the filing of the NOI. Prior to filing the NOT, the conditions listed in Part 5 of the CGP shall be met. Once a SWPPP has been prepared, the Contractor and ACHD shall both submit an electronic NOI on the website listed above. There is a fourteen-calendar day wait after the acknowledgement of receipt has been posted on the EPA website for the SWPPP to be considered approved and construction allowed to commence. Prior to starting construction, the ACHD accepted SWPPP/CSDC Plan must be implemented. No Construction Activity or Land Disturbing Activity will be allowed to commence until the Contractor has SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 31 fully implemented the accepted SWPPP/CSDC Plan as required by the District and set forth in the ACHD Policy Manual. Additionally the contractor is responsible for installing, maintaining, and removing all Best Management Practices (BMPs) and for all documentation required to keep the SWPPP current. For compliance with the District's CSDC Program, the SWPPP/CSDC Plan should address all potential pollutants outlined in the ACHD Policy Manual. A Rainfall Erosivity Waiver is available and defined in Appendix D, Part A of the CGP. If the waiver is utilized, and the conditions on which the waiver is based change, the contractor is responsible for updating the waiver and/or development and implementation of a SWPPP. BMPs for controlling pollutant transport from the construction site can be found in a number of publications including, but not limited to: a) Idaho Department of Environmental Quality, Catalog of Storm Water Best Management Practices for Idaho Cities and Counties: Phone: (208) 373-0502 or on the internet: http://www.deq.state.id.us/water/stormwater—CataIog/index.asp b) United States Environmental Protection Agency—Region 10: (800)424-4372 or on the internet at: www.epa.gov/rlOearth/stormwater.htm c) City of Meridian Planning and Development Services: phone: 208-887-2211 d) Idaho Transportation Department, Erosion and Sediment Control Manual, phone: (208) 334-8476 Measurement and Payment: Payment for work items to implement the SWPPP or CSDC shall be per other specific bid items noted in this contract. Payment for this plan preparation and approval item will be made under: SSP 06013 - Stormwater Management Plan Preparation & Implementation............ lump sum (LS) 4. SSP 08125—ASPHALT REPAIR—OTHER Description:This item shall include all work and costs associated with the repair of existing local roads, asphalt driveways, parking lots, and sidewalks abutting the project to match the grade of curbs, sidewalks, driveway approaches, and existing asphalt. Materials:This item shall include excavation, labor, equipment, and materials necessary to complete placement of a 4" (inch)thickness of 3/4" (inch) aggregate base course, on a compacted sub-grade, and a 3" (inch)thickness of/2" SP-3 Plant Mix Asphalt in accordance with Section 814 of the ACHD supplement to the ISPWC. The asphalt cement performance grade shall be PG 64-28 and shall contain '/2% of heat-stable anti-stripping agent per ton of asphalt cement added immediately prior to use at the location of the asphalt batch plant. Asphalt tack material shall be an SS-1 emulsified asphalt diluted as specified in accordance with ISPWC Division 800—"Aggregate and Asphalt." Workmanship:This item shall also include all costs associated with the furnishing and placement of an asphalt tack coat on the lip of the gutter and on the edges of previously placed asphalt. Measurement and Payment: Material costs associated with the furnishing and placement of an asphalt tack coat on the lip of the gutter and on the edges of previously placed asphalt are considered incidental to this item. All placed asphalt paid under this item shall be measured by the square yard. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 32 Payment for this item will be made under: SSP 08125 -Asphalt Repair-Other..................................... square yard (SY) 5. SSP 11010 - REMOVE AND RESET YARD LIGHT Description: This item shall include all labor, equipment and material necessary to remove and reset the existing residential yard lighting poles and appurtenances where indicated on the plans or as directed by the Engineer. Materials: Poles and appurtenance materials damaged by the Contractor shall be replaced in-kind at no additional cost to the ACHD. The Contractor shall replace existing materials that are deteriorated and not suitable for use during relocation of the yard lighting. The cost of all new materials required to relocate the yard lighting shall be included in the unit cost for this item and no separate payment will be made. Workmanship: The Contractor shall use appropriate care during the removal, salvage, and relocation process to avoid damaging existing materials. Measurement and Payment: This item shall be paid per each installation outlined in the contract documents. It shall include all costs associated with removing, salvaging, providing, and installing all items necessary to relocate the yard lighting, complete in place, in working order to the satisfaction of the owner. Payment for this item will be made under: SSP 08125— Remove and Reset Yard Light ........................................... each (EA) 6. SSP 20113— CONCRETE BLOCK RETAINING WALL Description:This item shall include all work and costs associated with the installation a concrete block retaining wall to match the line and grade shown on the plans. Workmanship: Workmanship shall meet the manufacturer's requirements. This item shall also include excavation, labor, equipment necessary to complete is installation of the concrete block retaining wall to the line and grade shown on the plans. Submit the manufacturer's certification for the type and size of concrete block wall for review to the Engineer for review. Measurement and Payment: Concrete Block Retaining Wall will be measured by the square foot based on the face of the retaining wall, including buried portion and includes all labor, equipment and material necessary for the completion of the bid item. Excavation, backfill, and leveling course is considered incidental to this item. Payment for this item will be made under: SSP 20113—Concrete Block Retaining Wall......................................................square foot (SF) 7. SSP 25080 - REMOVE & RESET MAILBOX Description: This item consists of furnishing all labor, equipment and material necessary to remove existing mailboxes and supports, make temporary arrangements to assure uninterrupted mail service SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 33 during construction, and install new mailboxes and supports. Materials: All materials shall conform to the ISPWC and the ACHD revisions and supplements except as noted herein. Mailbox post support and foundation shall conform to Section 1105 for a D-1 (4-inch by 4-inch)wood post. Mailboxes shall be Postmaster General approved. Workmanship: The existing mailbox and support shall be removed and returned to the owner. A new mailbox, the same size and shape as existing, shall be furnished and installed on a wood post support and foundation. The name and address as shown on the existing mailbox shall be placed on the new mailbox. Should the owner be satisfied with the condition of the existing mailbox, the Contractor may reinstall the existing mailbox at the end of construction. The final location shall be marked in the field by the Engineer. Mail service shall not be disrupted. Access to mailbox shall be provided at all times. An acceptable temporary mailbox stand may be installed by the Contractor during construction operations prior to installation of the new mailbox and support. Measurement and Payment: Remove and Reset Mailbox will be measured per each new and final post installation and shall include all labor, equipment and material necessary for the completion of the bid item, including all work necessary to assure uninterrupted mail service during construction. The accepted quantity for Remove and Reset Mailbox will be paid at the contract unit price for the item listed below. The cost of the temporary mailbox and support is considered incidental to this bid item and no additional payment will be made. Payment for this item will be made under: SSP 25080 - Remove & Reset Mailbox .............................................................each (EA) 8. SSP 29064—SOD REPAIR (INCLUDE 4" TOP SOIL) Description:This item consists of furnishing all labor, equipment and material necessary to repair lawn areas with sod as shown on the plans or as directed by ACHD. Materials:Topsoil shall be paid under its respective item outlined in the contract documents. Fertilizers shall be paid under and meet the requirements specified in its respective item outlined in the contract documents. Sod shall consist of Merrion, Parks, Delta or Windsor Kentucky Bluegrass or combinations of approved fine textured grasses suitable for the area to be sodded and closely matching adjacent grass. Sod repair shall take place only on those disturbed areas which currently have established lawns, or as shown on the project plans or directed by the Engineer. Workmanship:The lawn areas shall be tilled to a minimum depth of 6 inches by such means as will loosen the soil and bring it to condition suitable for fine grading. Prior to and during the operation, the surface shall be made free of vegetative growth. All stones, hard clods, roots, sticks, debris and other matter encountered during tilling which are detrimental to the preparation of a good seed bed, or which are toxic to the growth of grass, shall be removed. Four inches of topsoil shall then be placed under the areas to receive sod. The area shall be floated and rolled to bring it to the finished grade. All irregularities in the surface that form pockets where water will stand shall be smoothed out to provide good drainage. The finished grade of lawn area adjacent to walks, curbs, driveways and pavements shall be approximately 1 inch below adjacent grades. SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 34 Fertilizers shall be spread evenly over the cultivated areas at a rate outlined under that respective item. Sod shall be placed in straight strips. The joints between strips shall be butted together, tight and without gaps. Sod shall be placed in a manner to stagger the end joints of the rolls. The sod shall be rolled with a 100-pound roller after placement. The surface of the finished sod shall be smooth, uniform and mowable. The Contractor shall supply a letter to the property owner once the sod is installed notifying them the sod is installed and giving them a suggested watering schedule. Contractor shall notify property owner in writing if property owner is not following the suggested watering schedule. A copy of the letter will be forwarded to the Engineer. Measurement and Payment: Lawn areas outside the construction limits that are damaged by the Contractor shall be repaired in accordance with this special provision at the Contractor's expense. Sod Repair will be measured per square yard of ground surface on which sod is installed and shall include all labor, equipment and material necessary for the completion of the bid item. Topsoil and Fertilizer are incidental to this bid item. Excavation, grading, and compaction is considered incidental to this bid item. ITEM 29, "VARIATIONS IN QUANTITIES", ON PAGE GC16 OF THE ACHD GENERAL CONDITIONS, SECOND PARAGRAPH, shall not apply to this bid item. Payment for this item will be made under: SSP 29065 - Sod Repair(Include 4" Top Soil) ............................................. square yard (SY) 9. SSP 29067B - REPAIR LANDSCAPING Description: This item consists of furnishing all labor, equipment and material necessary to repair the existing landscaping at locations shown on the plans or as directed by ACHD. Materials: All materials shall conform to the ISPWC and the ACHD ADOPTED REVISIONS AND SUPPLEMENTS, if applicable, and shall be equal to, or of better quality than existing materials. Materials may include landscape edging, brick pavers, landscaping bark, perma-bark, small bushes, trees smaller than 2-inch caliper, various annuals, perennials and grasses or other plants and materials as required. Workmanship:The Contractor shall photograph the landscape repair areas prior to construction to document the existing landscaping and shall furnish copies of the photos to ACHD prior to commencing landscape repair. The Contractor shall replace landscaping to equal or better condition. Measurement and Payment: Repair Landscaping will be measured for each respective item placed by the square yard and shall include all labor, equipment and material necessary for the completion of the bid item. ITEM 29, "VARIATIONS IN QUANTITIES", ON PAGE GC16 OF THE ACHD GENERAL CONDITIONS, SECOND PARAGRAPH, shall not apply to this bid item. Payment for this item will be made under: SSP 29067E—Repair Landscaping................................................... square yard (SY) SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 35 10. SSP 29090—TRIM TREE Description:This item consists of furnishing all labor, equipment and material necessary to trim existing tree branches and prune roots at the location shown on the plans, as directed in these specifications, or as directed by the Engineer. In general, tree trimming shall be kept to a minimum to establish clearance for sidewalks, bike lanes, and travel lanes, and to provide a balanced looking tree when completed. Materials and Workmanship:The Contractor shall coordinate the work with the Engineer prior to commencing trimming. Tree trimming and root pruning shall be performed under the direct on-site supervision of a licensed arborist. Trim existing tree branches that hang over the sidewalk areas that are less than eight feet above the finished elevation. Prune tree roots within 3 inches of the back of curb to a depth of 18 inches. Trees to be trimmed and pruned will be identified on the plans or identified by the Engineer. Measurement and Payment:Trim Tree will be measured per each tree trimmed and shall include all labor, equipment and material necessary for the completion of the bid item. ITEM 29, "VARIATIONS IN QUANTITIES," ON PAGE GC-16 OF THE ACHD GENERAL CONDITIONS, SECOND PARAGRAPH, shall not apply to this bid item. Payment for this item will be made under: SSP 29090—Trim Tree.................................................................Per Each 11. SSP 29093- REMOVE TREE 6"+ Description: This item shall include all work and costs associated with the removal of trees measuring 6 inches or more in diameter, measured 2 feet above the ground. Workmanship: The entire tree shall be removed, including the stump and roots, or if removal of the roots could damage nearby structures or utilities, the Contractor shall grind up the stump and shallow roots. Grinding operations shall be included in the unit contract price for this item. Measurement and Payment: The removal of trees less than 6 inches in diameter and all stumps will not be paid for separately but shall be considered as incidental to the work of removal of obstructions. Trees for removal shall be marked in the field by the Engineer prior to removal. Payment for this item will be made under: SSP 29093 - Remove Tree 6"+............................................................Per Each 12. SSP 29101 — REMOVE & RESET SPRINKLER SYSTEM Description:This item consists of furnishing all labor, equipment, and material necessary to remove existing sprinkler systems, install and maintain temporary sprinkler systems during construction, adjust/relocate existing sprinkler systems, or install new sprinkler systems at the locations shown on the plans or as directed by the Engineer. Materials:All materials shall conform to the ISPWC and all ACHD ADOPTED SUPPLEMENTS and shall be equal to, or of better quality than, existing materials. Additional compensation may be SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 36 granted through a change order for sprinkler lines greater than 1 '/2" diameter, required backflow preventers, and new controllers, if necessary. Workmanship: Prior to commencement of construction, the Contractor shall document the locations of existing sprinkler systems within the construction zone. Documentation shall include, but is not limited to, type and location of existing sprinkler heads, pipe, controllers, valves, and control wires. Documentation shall be provided to the Engineer prior to demolition of existing sprinkler systems. Costs associated with providing documentation of existing sprinkler systems shall be considered incidental to this item. Adjusted/relocated sprinklers shall be installed to restore adequate coverage to remaining landscape areas and new sod areas. Over-spray onto the roadway and sidewalks will not be allowed. Existing sprinklers in the project area shall be adjusted to prevent over-spray onto the roadway and sidewalks as directed by the Engineer. The Contractor shall maintain all sprinkler systems outside of the construction zone that are impacted by the Contractor's activities. This may require the Contractor to install temporary sprinkler main lines around the construction zone. All costs associated with installing and maintaining temporary sprinkler systems and providing temporary water during construction shall be considered incidental to this item. Contractor shall cut and cap existing lines and supplement existing systems with additional materials, as necessary. Measurement and Payment: Remove and Reset Sprinkler System shall be measured by the lump sum for mainline and lateral pipe, and sprinkler heads that are adjusted/relocated or newly installed, and shall includes all labor, equipment, and material as necessary for completion of the bid item. Additional items that may be necessary to complete a properly functioning sprinkler system are considered incidental to this item. ITEM 29, "VARIATIONS IN QUANTITIES", ON PAGE GC16 OF THE ACHD GENERAL CONDITIONS, SECOND PARAGRAPH, shall not apply to this bid item. Payment for this item will be made under: SSP 29101- Remove & Reset Sprinkler System...............................................................lump sum (LS) SPECIAL PROVISIONS December 30, 2025 City of Meridian: LMA Walkability NW 7ch Street Page 37 xhimblot onners Ferry (; ITY OF MERIDIAN Sa dpoint Post Falls Coeu d'Alene 90 LMA WALKABILITY NW 7TH ST 0 Kellogg St. Maries Orofino December 2025 Lewiston 12 • Neerce Gprangeville ' 100% CONSTRUCTION PLANS Elk City 95 Salmon Sheet List Table New Meadows McCall Sheet Number Sheet Title ounci 95 Cascade Challis G-001 TITLE Weiser Ov, IDIA PROJECT Dubois ayett 5 93 �St. thony � V � �••� G-002 CIVIL NOTES LOCATION Id ell 15 Thornton BOISe •Ketchum Arco �0 Driggs G-003 STANDARD LEGEND ampa • Hailey 20 Rigby 4 20 Fairfield Idaho Falls G-004 STANDARD LEGEND Moreland Blackfoot Mountain Gooding Home • Shoshone Pocatello C-100 SURVEY CONTROL Jerome Rupert Americ n •Soda Springs r(C�(F(E1Fk,1DIAN;-- Twin Falls 00 86 Falls Mont elie C-101 BID SCHEDULING Burley p - _' 84 Malad Paris City 0 Preston C-200 TYPICAL SECTION C-201 PLAN 0 AREA MAP C-202 CONTINUATION SHEET o C-203 PLAN c� I NSteve O'Brien 0 C-204 PLAN 1/20/2026 N � LDIR-2025-0021 CD C-205 PLAN w w_ Plans Are Accepted For Public C-206 CONTINUATION SHEET Q � Street Construction C-207 GRADING DETAILS U Z By stamping and signing the improvement plans,the Registered LU Engineer ensures the District that the plans conform to all District C-301 TEMPORARY TRAFFIC CONTROL PLAN policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of PROJECT the improvement plans by the District does not relieve the C-302 PEDESTRIAN TEMPORARY TRAFFIC } Registered Engineer of these responaibilities. CONTROL PLAN SITEBYE DATE, 12/17/2025 m Y ADA COON HIGHWAY DISTRICT J >Q i Q PROJECT NO . 07-24- 122 W CHERRY LN REUSE OF DOCUMENTS NI N J-U-B GRANTS TO CLIENT A NONEXCLUSIVE, NON-TRANSFERABLE LICENSE TO USE THE DRAWINGS, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS I� 1 (DOCUMENTS)AS FOLLOWS: O U CLIENT MAY MAKE AND RETAIN COPIES OF THE DOCUMENTS FOR REFERENCE, BUT J-U-B SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER W W RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO,AND THE SAME SHALL NOT BE REUSED ON THIS PROJECT OR ANY OTHER PROJECT WITHOUT = z J-U-B'S PRIOR WRITTEN CONSENT. DISTRIBUTION OF DOCUMENTS TO MEET REGULATORY OR PERMITTING REQUIREMENTS, OR FOR SIMILAR PURPOSES, IN O o' I— Q CONNECTION WITH THE PROJECT, INCLUDING BUT NOT LIMITED TO DISTRIBUTION TO CONTRACTORS OR SUBCONTRACTORS FOR THE PERFORMANCE OF a MERIDIAN MIDDLE >ti THEIR WORK, IS NOT TO BE CONSTRUED AS PUBLICATION ADVERSELY AFFECTING THE RESERVED RIGHTS OF J-U-B. THE DOCUMENTS ARE NOT INTENDED SCHOOL > FOR USE IN CREATING DTM FOR GRADING OR EARTHWORK, SURVEY STAKING LAYOUT(UNLESS SPECIFICALLY IDENTIFIED AS SUCH IN THE DOCUMENTS),OR W ■ ■ PROPERTY BOUNDARY LAYOUTS. Z Q ANY REUSE WITHOUT WRITTEN CONSENT BY J-U-B,OR WITHOUT VERIFICATION OR ADOPTION BY J-U-B FOR THE SPECIFIC PURPOSE INTENDED BY THE 0 z REUSE,WILL BE AT CLIENT'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO J-U-B.THE CLIENT SHALL RELEASE, DEFEND, INDEMNIFY,AND HOLD W J-U-B HARMLESS FROM ANY CLAIMS, DAMAGES,ACTIONS OR 2 CAUSES OF ACTION, LOSSES,AND EXPENSES, INCLUDING REASONABLE ATTORNEYS'AND EXPERT 0 FEES,ARISING OUT OF OR RESULTING FROM SUCH REUSE. 6 J-U-B ENGINEERS, INC. IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT,THE ELECTRONIC DOCUMENTS ARE SUBJECT I— W C TO THE PROVISIONS OF J-U-B'S"ELECTRONIC DOCUMENT/DATA LIMITED LICENSE"FOUND AT U EDOCS.JUB.COM J C 2760 W. Excursion Ln., suite 400, Meridian, ID 83642 NOTICE AND DISCLAIMER w p 208 376 7330 W WWW.JUb.COiTI THE PLANS AND/OR SPECIFICATIONS(DOCUMENTS)ARE THE PROPERTY OF J-U-B ENGINEERS, INC. ("J-U-B")AND BY USING THE DOCUMENTS YOU AGREE TO 0 F`i? I T] BE BOUND BY THE TERMS AND CONDITIONS IN THIS NOTICE AND DISCLAIMER. �i -L 11 O THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT,TORT, EQUITY OR OTHERWISE OF J-U-B TO THE USER. THE USER SHALL NOT(1) U DISSEMINATE THE DOCUMENTS,OR ANY PART THEREOF,TO OTHERS WITHOUT THE WRITTEN CONSENT OF J-U-B,OR(II)USE THE DOCUMENTS,OR ANY VICINITY MAP THE GATEWAY PART THEREOF, FOR ANY USE OTHER THAN AS DESIGNATED HEREIN FOR THE INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN it CREATING DTM FOR GRADING OR EARTHWORK,SURVEY STAKING LAYOUT(UNLESS SPECIFICALLY IDENTIFIED AS SUCH IN THE DOCUMENTS), OR PROPERTY LANGDON MAPPING BOUNDARY LAYOUTS. CN GROUP INC. J-U-B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF THE UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS , N OR ANY PART THEREOF,WHETHER SUCH DAMAGE OR CLAIM IS BASED IN CONTRACT,TORT OR OTHERWISE. THE USER HEREBY RELEASES AND SHALL LAST UPDATED: 12/11/2025 r DEFEND, INDEMNIFY AND HOLD J-U-B AND ITS AGENTS HARMLESS FROM ANY DAMAGES OR CLAIMS ARISING OUT OF,OR RELATED IN ANY WAY TO,THE `" J-U-B FAMILY OF COMPANIES USER'S UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS,OR ANY PART THEREOF. SHEET NUMBER: IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT,THE ELECTRONIC DATA SOURCES OF THE DOCUMENTS ARE PROVIDED WITH NO WARRANTY ca OF ANY KIND,WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION,ANY REPRESENTATION OR WARRANTIES OF ACCURACY,QUALITY, 0 COMPLETENESS, OMPATIBILITY WITH SYSTEMS, DRAWINGS NOT PRINTING TO SCALE,TRANSLATION ERRORS,AND OTHER PROBLEMS WITH USE. G-001 6 dI - I (rJU-B ), GENERAL NOTES 15. CONTRACTOR IS TO LOCATE AND PROTECT ALL EXISTING 29. ACCURATE AS-BUILT DRAWINGS, INCLUDING PROFILE, SHALL BE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING UTILITIES AND BE RESPONSIBLE FOR DAMAGES TO EXISTING SUBMITTED TO THE ENGINEER WITHIN 30 DAYS OF PROJECT CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS J-U-B ENGINEERS, INC. 1 . CITY OF MERIDIAN AND THE ENGINEER HAVE JURISDICTION OVER UTILITIES AND EXISTING IMPROVEMENTS AS A RESULT OF THE COMPLETION. AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE THIS PROJECT. CONTRACTOR SHALL OBTAIN ALL NECESSARY CONTRACTOR'S CONSTRUCTION ACTIVITIES. INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE z PERMITS AND BUSINESS LICENSES PRIOR TO CONSTRUCTION. PUBLIC WORKS INSPECTOR. _ J N � o co 2. CONTRACTOR IS RESPONSIBLE FOR DUST ABATEMENT AND ANY 16. ALL SIDEWALKS, PEDESTRIAN CURB RAMPS, CURB FLOW LINES, 6. T IS THE INTENT OF THIS PROJECT THAT ALL NEW WATER LINE WORK .2 M ti LIABILITY ISSUES RELATED TO DUST AT ANY LOCATION WHICH AND ASPHALT COUNTER SLOPES MUST BE CONSTRUCTED TO BE PERFORMED IN CONJUNCTION WITH ACHED'S ROADWAY LLI L 00 DO m 0 MAY BE CAUSED BY THIS PROJECT. MEET THE STANDARDS SET BY THE AMERICANS WITH RECONSTRUCTION PROJECT. ALL WATER LINE WORK SHALL BE W U " 0 co DISABILITIES ACT (ADA). CLEAR WIDTHS AND CURB RAMP WIDTHS CLOSELY COORDINATED WITH THE PRIME CONTRACT TO MINIMIZE 06 3. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND ARE TO BE CONSTRUCTED AT 48 INCH MINIMUMS. PRIOR TO ANY THE AMOUNT OF TRENCH WORK IN THE PAVED AREAS THAT MUST (� w coo PROTECTION OF PEDESTRIANS IN AND AROUND THIS WORK. CONCRETE POURS, ALL FORMS ARE TO BE INSPECTED BY THE REMAIN OPEN TO TRAFFIC. WHEN UTILITY CONSTRUCTION MUST Z U) -6 c I REFERENCE THE MANUAL ON UNIFORM TRAFFIC CONTROL CITY OF MERIDIAN/ACHD. OCCUR PRIOR TO THE ROADWAY WORK TRENCHES SHALL BE LLI O 0 DEVICES (MUTCD LATEST EDITION FOR WORK ZONE TRAFFIC REPAIRED WITH TEMPORARY TYPE "P" SURFACE RESTORATION. m CD a CONTROL). 17. ALL CONSTRUCTION WORK SHALL E DONE IN ACCORDANCE WITH N THE 2020 VERSION OF THE IDAHO STANDARDS FOR PUBLIC 7. TRENCH DEWATERING MAY BE REQUIRED TO COMPLETE 4. ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY WILL BE WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN CONSTRUCTION ACTIVITIES. CONTRACTOR IS REQUIRED TO OBTAIN COORDINATED WITH THE APPROPRIATE TRANSPORTATION SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY NECESSARY PERMITS AND APPROVALS PRIOR TO START AGENCY AND SHALL MEET THE REQUIREMENTS OF THAT ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND THE EXISTING UTILITIES DEWATERING. ALL DEWATERING SHALL BE CONSIDERED INCIDENTAL AGENCY AND, IN PARTICULAR, REQUIREMENTS OF ANY REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) TO THE PROJECT UNLESS OTHERWISE NOTES. �Ss���`� FN�� RIGHT-OF-WAY SPECIAL USE PERMIT, OR OTHER PERMIT. ALL WHERE APPLICABLE. THE MORE STRINGENT OF ANY OF THESE 1. APPROXIMATE LOCATIONS OF UTILITIES ARE SHOWN ON THE PLANS o� ENS 'yF . c^� WORK WILL MEET CURRENT OSHA REQUIREMENTS. STANDARDS SHALL BE THE CONTROLLING STANDARDS OR THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE SPECIFICATIONS. RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ASSET MANAGEMENT 5. WHERE WORK IS PERFORMED IN PUBLIC RIGHTS OF WAY OR ON APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT 9r o� �q F of EASEMENTS, THE CONTRACTOR WILL TAKE EVERY PRECAUTION 18. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF Q� INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT IS ALSO 1. CONTRACTOR SHALL ENTER RELEVANT INFORMATION FROM ALL TyEyy �, TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT S�Q MERIDIAN STANDARD SPECIFICATION AND DRAWINGS ON SITE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE EQUIPMENT WITH ASSET EQUIPMENT ID NUMBERS INTO THE ASSET PROPERTY AND/OR TO RESTORE IT TO ITS ORIGINAL CONDITION. OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH 12/15/2025 (AVAILABLE ON THE WEBSITE). FAILURE OT HAVE ACCESS TO A MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING MANAGEMENT SPREADSHEET PROVIDED BY THE CITY. INFORMATION TO BE ENTERED INCLUDES ASSET ID NUMBER, MANUFACTURER 6. THE CONTRACTOR IS TO CHECK ALL DISTANCES AND DATA CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT WORK IN THAT AREA. THE CONTRACTOR IS RESPONSIBLE FOR NAME, MODEL NUMBER, SERIAL NUMBER, MANUFACTURED DATE, o w COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING Z Z INSTALLED DATE, COST AND ADDITIONAL INFORMATION SPECIFIC TO Q z w m o THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY SO THAT SITUATION IS RESOLVED. ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL THE EQUIPMENT TYPE AS DESCRIBED ON THE SPREADSHEET. _ co 0 CLARIFICATION MAY BE MADE PRIOR TO THE START OF THE ° < z COST TO THE OWNER. DEPTHS AND ELEVATION OF UTILITIES AREco 0WORK. 19. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED >- W e W o a UNKNOWN UNLESS OTHERWISE SHOWN. CONTRACTOR TO FIELD 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE o �T__ W m o Q FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS VERIFY UTILITY DEPTHS, ELEVATIONS, ANDY DISCREPANCIES " in ~ J D } 7. THE CONTRACTOR IS TO ARRANGE FOR, SECURE AND PAY FOR SPREADSHEET IS FILLED OUT COMPLETELY AND ACCURATELY. IT IS >z t � 0 00 DEPARTMENT AND ACHD ON SITE AT ALL TIMES. AND/OR CONFLICTS WILL BE BROUGHT TO THE ATTENTION OF THE m d DIRECTLY, ANY AND ALL TEMPORARY UTILITY SUPPLIES (E.G. THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REQUIRED y o 8 W ENGINEER IMMEDIATELY. ASSET MANAGEMENT INFORMATION IS COLLECTED PRIOR TO Z o POWER AND TELEPHONE) IT MAY REQUIRE FOR PROSECUTION 20. ALL THE CONTRACTORS, SUBCONTRACTORS AND UTILITY Z 0 m INSTALLATION; THE TYPE AND NATURE OF INSTALLATION COULD a W Z _W, z OF ITS WORK. THE COST OF SUCH UTILITIES IS TO BE INCLUDED CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION 2. COORDINATE CONSTRUCTION ACTIVITIES TO MINIMIZE DISRUPTION m W � o IN THE APPROPRIATE BID ITEM WITH WHICH IT IS ASSOCIATED. CONFERENCE PRIOR TO START OF WORK. LIMIT OR PREVENT COLLECTING SUCH INFORMATION. o g z o <n OF SERVICES. ATTEND AND PARTICIPATE IN A SERVICES _ W ° H J COORDINATION MEETING AT THE START OF CONSTRUCTION AND AS 02 o 3. IF EQUIPMENT IS ADDED TO THE PROJECT NOT PREVIOUSLY � 2 w m a 8. SHOULD CONSTRUCTION BE HALTED BECAUSE OF INCLEMENT 21 . CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN W o o tz J REQUIRED DURING CONSTRUCTION TO RESOLVE SERVICE ISSUES. ASSIGNED AN ASSET EQUIPMENT ID NUMBER ON THE DESIGN PLANS, ° t- WEATHER CONDITIONS, THE CONTRACTOR WILL COMPLETELY MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS _ Z) Cn THEN IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY SUCH a cD o o w CLEAN UP ALL AREAS AND MAINTAIN THE SURFACE IN GOOD REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT 3. THE CONTRACTOR SHALL MAINTAIN AND ENSURE THE FUNCTIONING Z � � :0) t EQUIPMENT AND ENSURE THAT IT IS ASSIGNED AN ID NUMBER IN a W W ° CONDITION DURING THE SHUT-DOWN PERIOD. TWENTY FOUR (24) HOUR PRIOR NOTICE. OF ALL IRRIGATION FACILITIES ADJACENT TO THE WORK, AND COORDINATION WITH THE CITY AND ENTERED INTO THE W > PROVIDE TEMPORARY FACILITIES IF NEEDED TO ACCOMMODATE THE SPREADSHEET. � o Uj w Q 9. THE CONTRACTORS PERSONNEL, EQUIPMENT, AND OPERATIONS 22. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST < of ° � Ln WILL COMPLY FULLY WITH ALL APPLICABLE STANDARDS WORK. CONTRACTOR SHALL COORDINATE ALL WORK WITH CD 0 Z Uj Of MEET THE MINIMUM REQUIREMENTS OF THE APPROVING GOVERNING IRRIGATION AND DRAINAGE AGENCIES AND OBTAIN °° = < } REGULATIONS, AND REQUIREMENTS OF EXISTING FEDERAL, AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR 4. THE COMPLETED SPREADSHEET MUST BE SUBMITTED WITH � = z o STATE OF IDAHO, AND LOCAL GOVERNMENTAL AGENCIES. PRIOR APPROVAL FROM AFFECTED AGENCIES IF SUCH TEMPORARY CONTRACTOR'S APPLICATION REQUESTING PAYMENT ON THAT ° Q o THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF FACILITIES ARE REQUIRED. SPECIFIC EQUIPMENT. PAYMENT WILL NOT BE MADE UNTIL THE THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE ASSET MANAGEMENT SPREADSHEET IS RECEIVED AND VERIFIED TO 10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL, SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL 4. CONTRACTOR SHALL MAINTAIN STORM WATER CONVEYANCE AT ALL BE CORRECT BY THE CITY PROJECT MANAGER. STATE, AND FEDERAL PERMITS REQUIRED FOR STORMWATER CONSTRUCTION NOTE NO. 1 . TIMES DURING CONSTRUCTION. POLLUTION PREVENTION AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PREPARE A STORMWATER 23. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY 5. MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN 5. CONTRACTOR TO MEET THE ASSET MANAGEMENT ON-SITE WHEN POLLUTION PREVENTION PLAN FOR APPROVAL BY THE MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR NON-POTABLE AND POTABLE WATER LINES, SEE WATER NOTE NO. 1 . ALL ASSETS HAVE BEEN INSTALLED. ASSET MANAGEMENT WILL 0 ENGINEER. IF THE CONSTRUCTION WILL DISTURB MORE THAN PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF LABEL AND VERIFY WITH CONTRACTOR ALL ASSETS WERE ONE ACRE, THE CONTRACTOR WILL OBTAIN A COPY OF THE U.S. CONCRETE; (D) PLACING OF ASPHALT PAVING. INSTALLED PER PLAN. 6. THE CONTRACTOR SHALL ARRANGE FOR, SECURE AND PAY FOR ENVIRONMENTAL PROTECTION AGENCY'S NPDES GENERAL DIRECTLY, ANY AND ALL TEMPORARY UTILITY SUPPLIES (E.G. 6. ALL WORK AND MATERIALS REQUIRED TO COMPLETE THE ASSET N PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH 24. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER POWER, GAS AND TELEPHONE IT MAY REQUIRE FOR PROSECUTION N CONSTRUCTION ACTIVITY (OTHERWISE KNOWN AS THE CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, ) MANAGEMENT REQUIREMENTS SHALL BE CONSIDERED INCIDENTAL rl- CONSTRUCTION GENERAL PERMIT OR CGP AND SUBMIT A OF ITS WORK, THE COST OF SUCH UTILITIES SHALL BE INCLUDED IN = TO THE PROJECT AND NO SEPARATE PAYMENT SHALL BE MADE BY AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL THE APPROPRIATE BID ITEM AND WHICH IT IS ASSOCIATED. z Uj Uj "NOTICE OF INTENT" (NOI)[EPA FORM 3510-9 (6/03)] FOR PERMIT NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF THE CITY. Q CP COVERAGE UNDER THE GENERAL PERMIT. THE CGP MAY BE PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN FOUND ON THE INTERNET AT ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION z U) 0 LU <HTTP://WWW.EPA.GOV/NPDES/STORMWATER/CGP> OR BY PLANS. WATER I w CONTACTING THE U.S. EPA OFFICE OF WATER DIRECTLY AT (800) CONTACT PHONE NUMBERS w O 424-4372. THE NOI MAY BE FILED ELECTRONICALLY AT THE 25. ANY DEVIATION FROM THE APPROVED PLANS AND J Z FOLLOWING WEBSITE: SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY 1 . CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE - J <HTTP://CFPUB.EPA.GOV/NPDES/STORMWATER/ENOI.CFM>. THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER CITY PROJECT MANAGER- CO APPROVAL IN WRITING PRIOR TO CONSTRUCTION. >_ CGP DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND CRYSTAL CAMPBELL (208) 489-0575 o PROJECT MANAGER O U Q WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS 26. THE CONTRACTOR SHALL MAINTAIN AND ENSURE THE SPECIFICATIONS. J Q REGARDING STORMWATER POLLUTION PREVENTION INCLUDING FUNCTIONING OF ALL IRRIGATION AND WASTEWATER ENGINEER - Q _j BUT NOT LIMITED TO: PROTECTION OF SURFACE WATERS, COLLECTION FACILITIES ADJACENT TO THE WORK, AND PROVIDE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND MATHEW SIPPLE 208-949-5703 m PROJECT MANAGER � V NON-POTABLE WATER MAINS (SANITARY SEWER STORM DRAIN COOPER FELTON 208-316-5662 m PROJECT ENGINEER Q N PREVENTION OF SOIL RUNOFF INTO DRAINS, DUST CONTROL, TEMPORARY FACILITIES IF NEEDED TO ACCOMMODATE THE ' N PREVENTION OF TRACKING SOILS TO ADJACENT STREETSrl- , FUEL WORK, AS APPROVED BY THE AGENCY HAVING AUTHORITY. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT J-U-B OFFICE 208-376-7330 0 CONTAINMENT, SPILL CONTROL ETC. IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE U CONTRACTOR SHALL COORDINATE ALL WORK WITH GOVERNING WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF J Uj o IRRIGATION AND DRAINAGE AGENCIES IF SUCH TEMPORARY VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN Plans Are Accepted For Public 011. ALL PERMITS REQUIRED WILL BE OBTAINED BY THE FACILITIES ARE REQUIRED. p r CONTRACTOR. ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR Street Construction Z PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 27. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 0 12. ALL WORK IS TO BE CONTAINED IN OR LIMITED TO THE CITY'S FORTY EIGHT 48 HOURS PRIOR TO THE REQUIRED TESTING. 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). By stamping and signing the improvement plans,the Registered � ( ) Engineer ensures the District that the Plans conform to all District � Uj PROPERTY, EASEMENTS, OR APPROVED STAGING AREAS. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. policies and standards. Variances or waivers must be specifically o CONTRACTOR WILL SUBMIT PROPOSED STAGING AREA TO THE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND and previously approved by the District in writing. Acceptance of • Cn CITY OF MERIDIAN FOR APPROVAL. 28. NO PROPERTY BOUNDARY SURVEYS WERE PERFORMED AS A POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A the improvement plans by the District does not relieve the M W PART OF THIS PROJECT. PROPERTY LINES SHOWN HEREIN MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY OF A POTABLE Registered Engineer of these responsibilities. Q `' WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS FILE: 07 24 122_G 002 13. A GEOTECHNICAL INVESTIGATION WAS NOT COMPLETED FOR ARE APPROXIMATE AND WERE OBTAINED FROM GIS DATA BY varE' 12/17/2025 Knowwws below. JUBPROJ.#:07-24-122 THIS PROJECT. THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION THE ADA COUN�Y HIGHWAY DISTRICT Call before you dig. ca w SOURCES OF VARYING RELIABILITY AND SHOULD NOT BE RELIED CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION DRAWN BY: JA 9 UPON FOR PROPERTY BOUNDARY DETERMINATIONS. DESIGN BY: JA a o 14. THE ENGINEER WILL PROVIDE VERTICAL AND HORIZONTAL THEREFORE, 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMSfC>�WFEN�ty CHECKED BY: CJF PROPERTY LINES SHOWN ARE TO BE USED FOR CALL 2 BUSINESS DAYS IN ADVANCE BEFORE CONTROLS ONE TIME ON THE PROJECT SITE. ANY ADDITIONAL REFERENCE ONLY AND SHOULD NOT BE INTERPRETED AS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES ONE INCH CONSTRUCTION STAKING REQUIRED TO COMPLETE THE (IDAPA 58.01 .16). YOU DIG, GRADE, OR EXCAVATE FOR THE AT FULL SIZE, IF NOT ONE ACTUAL PROPERTY LINES, NOR USED TO DETERMINE PROPERTY MARKING OF UNDERGROUND MEMBER INCH SCALE ACCORDINGLY " N PROJECT IS THE RESPONSIBILITY OF THE CONTRACTOR. SIZE OR OWNERSHIP. PROPERTY OWNERS MAY HIRE A LICENSED LAST UPDATED: 12/11/2025 N N PROFESSIONAL LAND SURVEYOR, AT THEIR EXPENSE, TO 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE UTILITIES SHEET NUMBER: T DETERMINE ACTUAL PROPERTY LINES. WHEREVER THE SERVICE LINES CROSSES A STORM WATER N °' TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 0112e22"e" U G -002 Q of zo zozs LDIR-2025-0021 . 41 O � d SHEET NUMBERING fJ-U­B �Vi E tD� IAN�= J-U-B ENGINEERS, INC. � SAMPLE: C-101 b DISCIPLINE DESIGNATOR z J N LINE LEGEND SHEET TYPE DESIGNATOR co SHEET SEQUENCE NUMBER -2 c'M ti E Steve O'Brien CO 01/20/202fi 1 l'r LDIR-2025-0021 C — • 01 Lu y J ^ LINE PROPOSED EXISTING LINE PROPOSED EXISTING Lu c No DESCRIPTION LINE LINE DESCRIPTION LINE LINE z j U) POWER / COMMUNICATIONS BOUNDARY Lu o .( a DISCIPLINE DESIGNATORS m OVERHEAD POWER OHP OHP PROPERTY LINE P/L P/L DISCIPLINE DESIGNATOR DESCRIPTION N UNDERGROUND POWER UP - - - UP - - PROPERTY LINE - - - - G ALL GENERAL � GI GENERAL INFORMATION OVERHEAD TELEPHONE OHT - - - - oHT - RIGHT OF WAY R/W R/w GENERAL GC GENERAL CONTRACTUAL �SS�oNAL FN�i UNDERGROUND TELEPHONE UT - - - - UT - - - TEMPORARY EASEMENT T/E T/E GR GENERAL RESOURCE o� ENS SURVEY/MAPPING V ALL SURVEY FIBER OPTIC F/0 - - - - F/C PERMANENT EASEMENT P/E P/E - - - - - - - - - GEOTECHNICAL B ALL GEOTECHNICAL �9rF CABLE TELEVISION CTV CTV TOWNSHIP AND RANGE of �• CIVIL C ALL CIVIL 9T�yEW C. S�QQ UNDERGROUND POWER, - - - -P,T,CTV— - - - SECTION LINE LANDSCAPE L ALL LANDSCAPE TEL, CABLE TV 12/15/2025 QUARTER SECTION LINE STRUCTURAL S ALL STRUCTURAL UNDERGROUND POWER, - - - P,T,CTV,G - - - ARCHITECTURAL A ALL ARCHITECTURE TEL CABLE TV GAS Z Z 1/16 SECTION LINE - - - - - - - - - EQUIPMENT Q ALL EQUIPMENT a Z w m o w w J STORM DRAIN � a Z H � STATE LINE - - - MECHANICAL M ALL MECHANICAL x w o w o o � w - c a T_ STORM DRAIN (GENERAL) SD - - - SD - - ELECTRICAL E ALL ELECTRICAL U o � J D } COUNTY LINE - - }Q � � o m STORM DRAIN X"SD - - - X"SD PLUMBING P ALL PLUMBING o U; X SITE PROCESS D ALL PROCESS Z a k ° m Q ROOF DRAIN RD - - - - RD - - - - Q � � � ZW z RESOURCE R ALL RESOURCE m w � O M R ~ B Z J of DRAIN LD - - - - LD - - - - FENCE X - X Oz = o ° 0 w _z MAJOR CONTOUR 2521 — — : U o SANITARY SEWER MINOR CONTOUR Q LD w o w SANITARY SEWER (GENERAL) ss - - - - SS - - - SHEET TYPE DESIGNATORS Zo ~ <—, w � m: GRADE BREAK GB w D w ~ o SANITARY SEWER X"SS - - - - X"ss DESIGNATOR SHEET TYPE W M w Q awocY TOP OF BANK TOB 0 GENERAL (SYMBOLS, LEGENDS, NOTES, ETC.) U) 0 Z � SANITARY SEWER SERVICE SS SS --- SS ----- - m w J w TOE OF SLOPE TOE 1 PLANS (HORIZONTAL VIEWS) ~ = Z o � ocnacn o z SEWER FORCE MAIN FM - - - - FM - - - CUT LIMITS — — 2 ELEVATIONS, PROFILES, COMBINED PLAN & PROFILES WATER 3 SECTIONS (SECTIONAL VIEWS) WATER (GENERAL) W - _ W - - - CUT LIMITS CUT 4 LARGE-SCALE VIEWS (PLANS, ELEVATIONS, ECT.) WATER (SPECIFIED SIZE) x"w _ - - _ X„W _ - - _ FILL LIMITS 5 DETAILS OR COMBINED DETAILS AND SECTIONS FILL LIMITS FILL 6 SCHEDULES AND DIAGRAMS o WATER SERVICE Ws—Ws ---ws-----ws-- 7 USER DEFINED C. DITCH N IRRIGATION 8 USER DEFINED N IRRIGATION IRR - - - - IRR STORM SWALE g 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOS) 9 w EDGE OF WATER ti z Lu GRAVITY IRRIGATION GIRR - - - - ciRR Q 0 - - HIGH WATER z W z PRESSURE IRRIGATION PIRR — PiRR — — — — cn o POTABLE WATER pw - - - -PW- - - - WETLAND WET SECTION AND DETAIL IDENTIFIERS W J ~ 0 z NON-POTABLE WATER NPW WETLAND BOG BOG _l Co LL Q GAS WETLAND MARSH MRSH NOTE: Q Q 0 In Y A DASH MAY BE PLACED IN THE LOWER PORTION z WETLAND SWAMP sWMP OF THE IDENTIFIER IF THE DETAIL DRAWING OR J a NATURAL GAS G - - - - c - - - - SECTION VIEW IS LOCATED ON THE SAME SHEET. Q — U) 3: U N NATURAL GAS SERVICE G G --- G ----- C - ROADWAY Q ROAD SHOULDER HIGH PRESSURE GAS HPG HP� SECTION IDENTIFICATION DETAIL IDENTIFICATION J uj LIQUID GAS LG - - - - LG - - ROAD CENTERLINE — Ir SECTION LETTER DETAIL NUMBER UTILITY ROAD ASPHALT - - - - EP - - - - O ,q Al Ir CHLORINE LINE CHL - - - - CHL - ROAD GRAVEL EG - - - - Ec - - - - J - - - w J C-501 C-501 INDUSTRIAL WASTE WATER IWW - - - iww - - - TOP BACK OF CURB U SHEET NUMBER WHERE SHEET NUMBER WHERE SECTION DRAWING IS DETAIL DRAWING IS LOCATED ro w DRAIN LINE DL - - - - DL - - - - LIP OF GUTTER LOCATED FILE: 07 24 122 G 003 coJ Q U T a J U B PROJ.#:07-24-122 LANDSCAPING LIMITS LS L SECTION LETTER DETAIL NUMBER Z DRAWN BY: JA m w 0 c? J DESIGN BY: JA o p w CHECKED BY: CJF SECTIONd U m m DETAIL ONE INCH Q A 1 AT FULL SIZE, IF NOT ONE _0 SCALE: INCH SCALE ACCORDINGLY N SCALE: in N LAST UPDATED:4/23/2025 N O O SHEET NUMBER: N -0 4) cz � U G -003 o � d ID SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED CJ-U-B DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL SURVEY UTILITIES FITTINGS ROADWAY (CONT.) J-U-B ENGINEERS, INC. CAP (ALUMINUM) cl) MANHOLE (GENERIC) O • BEND (11 .25°) TYPE 2 BARRICADE • • U Z c: CAP (BRASS) PRESSURE CLEAN OUT Pcc Pcc BEND (22.5°) US ROUTE 287 — J N AT GRADE U) � o� CHISELED X ® BEND (45 ) O o0 M THRUST BLOCK TRAFFIC ATTENUATOR �� W .L 00 M o CTRL PT GENERIC 0 VAULT ❑ ❑� W U ( 0 M G C BEND (90 ) _ � JERSEY BARRIER � W � co o .� CTRL PT% COONTRNTROL PT" REBARzLl PIN COMMUNICATION CAP z C uJ i O O (D d CTRL PT %" REBAR 0 5/8" PIN TELE. MANHOLE (D COUPLING QQ # m Cfl CONTROL PT N CTRL PT 60D NAIL A 60D TELE. PEDESTAL OT Q CROSS CTRL PT HUB & TACK /C/)\ HT TELE. POLE $ f REDUCER (CONCENTRIC) ►� ABBREVIATIONS ABBREVIATIONS �`�S\C"p'L CTRL PT PK NAIL A PK TV PEDESTAL 0 0 REDUCER (ECCENTRIC) o� ENS ASSY ASSEMBLY ASSY ASSEMBLY CTRL PT TEMP BENCH MARK A TBM GUY WIRE 1p T TEE > ANGLE S SLOPE NAIL ® O D ME TI WATER TRUE UNION = @ AT (MEASUREMENTS) SPEC SPECIFICATION �q 9rF OFQ�`V O S C BLDG BUILDING STA STATION T�yEW C. NAIL AND TAG ®N/T FIRE HYDRANT A A WYE � � BM BENCH MARK STD STANDARD 12/15/2025 NAIL (PK) 3PK SPIGOT b B VALVES BSC BITUMINOUS SURFACE COURSE STL STEEL BSW BACK OF SIDEWALK ST STL STAINLESS STEEL o w BOLT YARD HYDRANT Q * AIR VALVE A A 0 0 BW BOTH WAYS TBC TOP BACK OF CURB 2 co 0 DRILL STEEL O WATER MANHOLE w C CHANNEL (STRUCTURAL) TYP TYPICAL a LD w Z w o Q O BLOW OFF 0 ® o � w - c C/L CENTER LINE TFC TOP FACE OF CONCRETE U in zcn � � D m REBAR (%") o • WATER METER EllCOMBO VALVE 0 © CMP CORRUGATED METAL PIPE W/ WITH o ui 3: 00 ul Z' 'o � w � � zo � WITHOUT Z a E m a CO CLEANOUT W/o � � t REBAR (/$ ) CONC CONCRETE W/REQ'D WHERE REWIRED w i o m w � o 5 O OO WATER VALVE ►� BALL VALVE (N.C.) ]�[ ]�[ o Q w j Z o LL � o Z STAINLESS STEEL ROD ® ELECTRIC BALL VALVE (N.O.) ]�[ ]�[ CONT CONTINUOUS WWF WELDED WIRE FABRIC ° o ° J w o cn � � pwm CPLG COUPLING W o IRON PIPE O ELEC. MANHOLE EO BUTTERFLY VALVE N N = � Z CU FT CUBIC FEET z L ? o wo RAILROAD SPIKE O ELEC. METER ® CHECK VALVE CU YD CUBIC YARD Q w W m: w > � o DEG OR ° DEGREE -j w m � Z ELEC. TRANS. E❑ ❑E Q of o � co R/W MONUMENT ❑O CHECK VALVE (FLANGE) N DET DETAIL U) 0 ? w E STONE JUNCTION BOX ❑� ❑J CHECK VALVE (MJ) DIA OR 0 DIAMETER °° = a } � � = z0 � � ocnacn Z DIP DUCTILE IRON PIPE 22 1 5 POWER POLE $ GATE VALVE DQ DIST DISTRIBUTION SECTION CORNER. MON. 21 1 6 POWER STUB EO QE PLUG VALVE (N.C.) DWG DRAWING EA EACH SECTION QUARTER MON. �� STREET LIGHT 3 PLUG VALVE (N.O.) ELB ELBOW SITE TRAFFIC SIGNAL POLE ROAD MARKINGS ELEV ELEVATION EW EACH WAY N' BOLLARD ® ® IRRIGATION TURN ARROW EXIST EXISTING W ��g FG FINISH GRADE _ BOULDER Q IRRIGATION VALVE IDa N w FH FIRE HYDRANT z uj ARROW STRAIGHT Q 0 cp DRINKING FOUNTAIN DF DF IRRIGATION VALVE BOX O QI FLG FLANGE Q W 0 z FT OR ' FEET ��E IDI I I z 0 FLAGPOLE OO OF SPRINKLER m ARROW STRAIGHT/TURN w o GV GATE VALVE LJJ J GATE NATURAL GAS HORIZ HORIZONTAL J � > BICYCLE ROUTE ID INSIDE DIAMETER m u- QD MAIL BOX n ® GAS METER ® 0 IN OR " INCH < 0 z Q G G CAR LB OR # POUND J � PARKING METER a GAS VALVE N N Q cn LF LINEAL FEET V N' POST 0 • SANITARY SEWER LN LINEAL N HANDICAP SYMBOL Q cn SIGN —� CLEANOUT O Q MAX MAXIMUM Steve O'Brien MIN MINIMUM 01/20/2026 J uj ROADWAY LDIR-2025 0021 Ir SPOT ELEVATION SEWER STUB O O NO OR # NUMBER o_ Z TREE (SHRUB) SS MANHOLE INTERSTATE ROUTE 25 PE POLYETHYLENE o PL PLATE Lu STORM DRAIN PL PROPERTY LINE 0 TREE (STUMP) MAST ARM cn PVC POLYVINYL-CHLORIDE ro W TREE (CONIFEROUS) o CATCH BASIN Q `' PEDESTRIAN SIGNAL R RADIUS FILE: 07-24-122_G-004 Q � DRY WELL Dw DW RP RADIUS POINT JUB PROJ.#:07 24 122 DRAWN BY: JA Ca Lu TREE (DECIDUOUS) o R&R REMOVE & REPLACE DESIGN BY: JA o FLARE END STATE ROUTE H4l REM REMOVE CHECKED BY: CJF d U REQ'D REQUIRED ONE INCH TEST HOLE GREASE TRAP TH ' C% ® O AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY N TRAFFIC LIGHT [ REV REVISION LAST UPDATED:4/23/2025 in _� WELL Ow WO SD MANHOLE Q R/W RIGHT-OF-WAY SHEET NUMBER: N -0 cz WELL (MONITORING) ❑M ❑M o � G -004 o � d 0 rJUS W W , J-U-B ENGINEERS, INC. R/W R/W I LL.I ow Q U z 0 50 100 z J N V) Cfl \\I � O M SCALE IN FEET W L �O 00 ~ O ` co E W U � 0 M0 Q U z x aD 06 PT 502 L1J � z 3 -6 / d R/ R/W I \ R/W R/W R/W R/ R/W R/W Q\ Lij c m (fl CC� d EP I I 4� 4 1 R/W G 0+00 1+00FFR +pp 3+pp 4+pp 5+pp 6+00 7+00 8+00 9+00 N - - - - - - - - - - - - - - - - - - - - - - - - - w - - - - - w- - - - w - - - - - - - - - - - - 10�0� - - - - - - - - - - - - - NW 7TH ST - - - - - - - - - - - - - � � - - - - w\ \ /W R/W R/W R/W R/W R/W R/W I PC \ \ Cl I PT 503 � BEGIN DESIGN ALIGNMENT 7 N00°36'53.11"E 920.4 ' � STA:9+20.47 ��\ � � � � I STA:0+00.00 \ \�x ° N:710337.54 I J J � E:2452167.10 I 3 z PT aCD R/W I -j STA:10+97.41 I o CD N40022'22.94"E 15.87' z_ ry w Mlcq _ /II I J\� vP z °° M /� PC LU o�>- zF_wLU Q � LU Q STA:11+13.28 � � �= cn PT LUoao STA:13+11 .90 I Q o � W _ Wizn DO co a I >- < E 0 PT501 I �Q � I cn ° � � � w IJ _j � 3 I / � zQZ0 > Q I �J/ (nz W z \ I Q o m Wz 00 LLQ � z� O cA I Oz = � � >t W O D I N I 211BE9 " � o ° � � � I J2 � � � (n aOLU o Cn r R/W R R/W R/W R/W R/W z ElR/W S I I z o z m - m m I BASIS OF COORDINATES AND ELEVATIONS: w > Of � o M W- _ = 14+00. - - ss - - - _15+00- - - - - ss - -16+0 ss - - - - - ss -17+00 - - ss - - - - -18+00- - - - ss - - - 19+003 - - - - ss - -20+00- ss -20+50 z IDAHO STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD83 (2011)(EPOCH 2O10.00) w LU � Y O D - - - - - - - - w- - - -,- w- - _ _ _ _ _ _ _ _ `� J ADJUSTED FROM STATE PLANE GRID COORDINATES TO THE ADA COUNTY PUBLISHED = of z w w NW 7TH ST - w w - w I w GROUND PROJECTION m = a z W +o ° o R/ / R/w w R/W � I COMBINED SCALE FACTOR: 1.0001799590 = z o o O o o I I SCALED ABOUT THE COORDINATE ORIGIN OF 0,0. O a o o I O a� LJJ I ORIGIN LATITUDE: N 41°40'0.00000" I ° / N = I ORIGIN LONGITUDE: W 115°45'00.00000" N00026'36.32"E 738.10' PT 500 U FALSE NORTHING: 0.000 FEET I FALSE FASTING: 2625138.999 FEET J I J J J END DESIGN ALIGNMENT I DISTANCES ARE GROUND DISTANCES IN U.S. SURVEY FEET. I 1 VERTICAL DATUM: NAVD88(GEOID 09). STA:20+50.00 I oI N:712352.97 X �, MONUMENT PRESERVATION: E:2452321 .55 THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PRESERVE AND PROTECT ALL �I MONUMENTS, WHICH INCLUDE BUT ARE NOT LIMITED TO: PARCEL/LOT CORNERS, N I PUBLIC LAND SURVEY SYSTEM (PLSS) CORNERS, SUBDIVISION, TRACT, AND N M/A 1 EASEMENT BOUNDARY CORNERS. ANY MONUMENT SUBECT TO DISTURBANCE BY = 9 CONSTRUCTION ACTIVITIES SHALL BE REFERENCED PRIOR TO DISTURBANCE AND z w RESET AFTER CONSTRUCTION PER IDAHO CODE 55-1613. CONTRACTOR SHALL Q J o COORDINATE ANY SUCH ACTIVITY WITH J-U-B ENGINEERS INC. z � ALIGNMENT CURVE TABLE w z o H � O J z CURVE # LENGTH RADIUS TANGENT DELTA CHORD DIRECTION CHORD LENGTH - > m LL W Q C1 176.95' 255.00' 92.20 039045'30" N20029'38"E 173.42' Q ° ° J C2 198.62 285.00 103.53 039 55 47 N20 24 30 E 194.62 Q Cn J U I N N N SURVEY CONTROL POINTS J NAME NORTHING EASTING EVATION DESCRIPTION STATION OFFSET Uj Ir o_ 1* 711491 .77 2451932.33 2592.88 CP5 10+30.49 297.80' Lt 2* 711492.87 2451946.39 2592.43 CMAG 10+33.80 285.61' Lt U Q 500 712340.63 2452389.69 2592.23 CHX 20+38.20 68.23' Rt 0 Uj 501 712337.33 2452253.82 2590.82 CHX 20+33.84 67.60' Lt 0 502 711101 .34 2452160.50 2592.83 CMAG 7+63.68 14.79' Lt co J 503 710317.77 2452189.54 2590.91 CHX - - Plans Are Accepted For Pubic Q U FILE: 07-24-122_C-10OX 504* 710542.77 2452001.24 2589.94 CHX 2+03.45 2016.60 Lt JUB PROD.#:07-24-122 Cz Street Construction DRAWN BY: JA z _0 9y stampin DESIGN BY: JA m Steve O'Brien B g and signing the improvement plans,the Registered CHECKED BY: CJF o * POINTS NOT DISPLAYED Engineer ensures the District that the plans conform to all District m ov2oi2o2s policies and standards. Variances or waivers must be s fcal ONE INCH and P AT FULL SIZE, IF NOT ONE Previously approved by the DiWkg in writing. Acceptance of INCH SCALE ACCORDINGLY I'� LO LDIR-2025-0021 the improvement plans by the District does not relieve the Registered Engineer of these responsibilities, LAST UPDATED: 12/11/2025 N N N o SHEET NUMBER: NBY t r _[ DarE- 12/17/2025 T ADA COON HIGHWAY DISTRICT C- 1 00 P U o � d 0 7 irJ-US 7,7� 1 J-U-B ENGINEERS, INC. 0 50 100 z c N Uj c (D M SCALE IN FEET Wu) o 0LD 000 E > Z X a) oo � o z 7v w M N R/W R/W II O I./ w I., w Lu .L 0 O J m a Q N J < < \ \ 4n BID ALTERNATIVE 3 ; �� o��`SS\o ENSfNc�'yF` BASE BID R/L- R/W III R/W R/W R/W R R/W R/W RR r Ls l 0+00 1+00 2 + + 00 + + R/w �q E of \QQ� - - — - - - — — - - - - - - - - - - w- - - - - w- - - - — w- - - - - w- - — — — 1 5/2 w- - - — I - - — - - - - ® R/W . . - - - - NW 7TH ST e R/W R/W \ \ I I R/W R/W R/W I IR/W \ co w �-: w o BID ALTERNATIVE 2 I \ x I 19 � Q z c I oIW � � \ 3 \ \ z m £ I 0- a_ I Q J o � Qam cn 0 R/W I w CL O 0 ui X / CD '� + � mU zCIO QQ�v \ > � �omw , O /y Cn �C S + (n w w o T � o o w _O M�(y / M /v O M � wOwIn a I Z_ LLJ WO ° � � � � U) � i = o � � vUi Z � � � ° o 0 I � > z �¢ � BID ALTERNATIVE 1 I w ' Q I Q W O W Y J 2 z p Q' cn � JW � I J J J J J IN 3 I V W I Q � J d IN INI H 2 z O J � Orn ¢ cn I I D I BASE BID cn I IW or I R/W R R/W R/ R/W R/W R/W S m z mm y Lw00 m Cn - - - - + - - - - - - + - - + + - - - - - + q — — — + - - - + 50 vv — v - - - - - - - - - w w NW 7TH ST NI CDO FV R/W W /w o v O 10 ®N O 7z W w I BID ALTERNATIVE 1 2 1 Z I I I ® I U � Q � Q , � �zo z I L o I £ I LEGEND W p I I J w I i BASE BID m L.L U Q0J Q I L BID ALTERNATIVE 1 Y M/� M/N I J F m BID ALTERNATIVE 2 J � U N / BID ALTERNATIVE 3 0 J U w O w 0- 0 z Q 0 Cc W 0 F- H z tV W fa J Q U FILE: 07-24-122 C-10OX J JUB PROJ.#:07-24-122 cV z DRAWN BY: JA m w 0 U DESIGN BY: JA o O CHECKED BY: CJF d U m ONE INCH a ? AT FULL SIZE, IF NOT ONE u INCH SCALE ACCORDINGLY N 'n N in O LAST UPDATED: 12/11/2025 N SHEET NUMBER: N � N In 0 C- 1 01 ocz2 d 0 fJ-U-B J-U-B ENGINEERS, INC. TYPICAL A N.T.S. U STA. 0+50.00 TO STA: 7+40.28 z J N STA. 11+01 .57 TO STA. 20+23.46 C co •2 M ti E CL LU Cn O 00 m 0 LU U � � M � z X (D 0o �_ C� W C Nod co z c uJ i O m co r*- G � N MATCH EXISTING LANDSCAPING/SOD 51 3' SIDEWALK EXISTING ASPHALT 51 SIDEWALK o�� ENS �yF SS�oru�l- FNc 1 .75% +/- 0.25% J L 1 F QQ� Tye C•S� RETAIN AND PROTECT EXISTING CURB & GUTTER 12/15/2025 RETAIN AND PROTECT EXISTING CURB & GUTTER UNLESS OTHERWISE SHOWN ON PLAN SHEETS UNLESS OTHERWISE SHOWN ON PLAN SHEETS o W 4 OF CRUSHED AGGREGATE W W J 4" OF CRUSHED AGGREGATE z Yj m Q FOR BASE TYPE 1, 3/4" MINUS 0 ITEM NO. 0802.4.1 .A.1 FOR BASE TYPE 1, 3/4" MINUS w 0 w o a ITEM NO. 0802.4.1 .A.1 a = Z M W Q o owW 5" THICK CONCRETE I }z C d 5" THICK CONCRETE a Q a m ° SIDEWALKS ITEM NO. o ' X 0706.4.1 .E.1 U z 10, + SIDEWALKS ITEM NO. 0706.4.1 .E.1 z � a � � W L Z -W, Z W � � LANDSCAPE REPAIR/SOD REPAIR SEE W i o 0o W a O PLAN SHEETS FOR REPAIR TYPE AND LANDSCAPE REPAIR/SOD REPAIR SEE LLo Q� ow Z O 0Z = ° w o 0 0 LOCATION PLAN SHEETS FOR REPAIR TYPE AND M 2 W o w m :1 2 a LOCATION , C) EXISTING GROUND a o o E W EXISTING GROUND Z a n w� : � � w > Lo W U3: z , W ,, Q Q W ~O n Y T of z :) l (n 0 J Of 2 z 0 0 (n Q (n Q Z SAWCUT AND MATCH EXISTING SAWCUT AND MATCH EXISTING CONCRETE DRIVEWAY ASPHALT PAVEMENT X T A N WIDTH VARIES H� C/) N 2' MINrl- 2 U WIDTH VARIES 5' SIDEWALK z Uj Uj Q n SLOPE ZO SLOPE VARIES 1.75% +/- 0.25% VARIES z — 0 z —► —� (D / 1 i4 4 �- � C J( 1 W W/'� W 2 n J CONCRETE REPAIR Steve O'Brien Co ! , QITEM NO. 0706.4.1 .G.1 01/20/2026 0 Y LDIR-2025-0021 Q N' 4" OF CRUSHED AGGREGATE EXISTING ASPHALT V N EXISTING DRIVEWAY N FOR BASE TYPE 1, 3/4" MINUS ASPHALT REPAIR - OTHER Q W ITEM NO. 0802.4.1 .A.1 ITEM NO. SSP 08125 U 0 5" THICK CONCRETE STANDARD 3" ROLLED CURB & Ir SIDEWALKS GUTTER, PER ACHD STD DRAWING ITEM NO. 0706.4.1 .E.1 SD-702, ITEM NO. 0706.4.1 .A.1 Z Q 0 w 4" OF CRUSHED AGGREGATE o FOR BASE TYPE 1 , 3/4" MINUS ITEM NO. 0802.4.1 .A.1 Z m W cis J Q U FILE: 07-24-122 C-20X Cz CURB & GUTTER DETAIL Plans Are Accepted For Public JUB PROJ.#:07 24 122 w 1 DRAWN BY: JA m SCALE: N.T.S. 0 0 treat Construction DESIGN BY: JA CHECKED BY: CJF U By stamping and signing the improvement plans,the Registered ONE INCH policies and standards. Varlayms or Waivers must be s fical AT FULL SIZE, IF NOT ONE Engineer ensures the District that the plans conform to all District Lo Ln PeG lY INCH SCALE ACCORDINGLY c� o and previously approved by the oishid in writing. Acceptance of LAST UPDATED: 12/11/2025 LO o21 Engineer of these rspon does not relieve the slbiNe$ Registered SHEET NUMBER: r N O N 2 Cz BY t f DAM 12/17/2025 o c; ADA COUNtY HIGHWAY DISTRICT C-200 o a o 0404.4.1.A.1 WATER SERVICE CONNECTION MATCHLINE SEE 1EA STA:1+45.59, 24.00' Lt (rJ-U-B SHEET C-203 _ 1 EA STA:4+98.34, 24.00' Lt J-U-B ENGINEERS, INC. SSP 29064 PED CROSSING 1104.4.1 .B.1 IN SEE NOTE 1 0706.4.1.H.1 0706.4.1.A.1 STANDARD 3-INCH ROLLED CURB & GUTTER 0706.4.1 .G.1 BSW BSW 1 \ z 0706.4.1 .E.1 U 0201.4.1 .C.1 DRIVEWAY STA:1+55.20 I O I 18 LF STA:0+50.00, 18.10' Lt TO STA:0+67.63, 16.26' Lt z J N 0706.4.1 .G.1 OFF:21 .58'L STA:1+57.70 0706.4.1 .H.1 o SP 02020 OFF:25.34'L I \\ J W y 0201 .4.1 .C.1 DRIVEWAY I 15 LF STA:1+17.00, 16.31' Lt TO STA:1+32.50, 16.34' Lt co � O M DRIVEWAY 0201 .4.1 .C.1 0404.4.1 .A.1 1 � � .Cn O ap E SSP 29064 \ LU co 0 Q Q I 23 LF STA:1+47.82, 15.26' Rt TO STA:1+69.45, 21 .09' Rt O tic-? U SSP 29064 Lu U " 0 cry � £ I 0706.4.1.G.1 I 18 LF STA:2+74.00, 15.19' Rt TO STA:2+92.12, 15.20' Rt z X ( 00 0706.4.1 .E.1 BSW � > W '- � � 1135.01 .07 SSP 29064 � c6 ai SSP 29064 STA:1+62.93 1 \ I 12 LF STA:4+10.00, 14.96' Rt TO STA:4+22.00, 14.93' Rt W � -6 U) o MATCH EXISTING SIDEWALK OFF:28.34'L 11 C) I O ( d o� 27 LF STA:4+56.00, 14.79' Rt TO STA:4+83.23, 15.03' Rt m cfl R/W R/W R/W R/W I (` - R/w R/w R/w0706.4.1 .A. w /w R/w 0706.4.1.A.5 STANDARD 6-INCH VERTICAL CURB & GUTTER N W W w W w W W LS W W W w W W W W w W 0706.4.1 .A.5 y y y y W y y 69 LF STA:2+12.08, 53.59' Rt TO STA:2+54.69, 13.11 Rt 8' 10' SSP 08125 i-� 18'V LEY GUTTER 0201.4.1 .C.1 °°°° 61 LF STA:2+17.55, 49.50' Lt TO STA:2+54.67, 16.46' LT AL CURB & GUTTER 0201 .4.1 .C.1 SEE NOTE S3\r FN� o CURB & GUTTER 0201 .4.1 .C.1 �� 0706.4.1 .B.1 0 0706.4.1.B.1 CONCRETE VALLEY GUTTERS o ENS �yF' 0706.4.1 .A.1 9.00 0201 .4.1 .C.1 CURB & GUTTER CDc� 0706.4.1.A.1 SSP 081259.00 0 0±0 SSP 08125 SSP 08125 PED CROSSING 1104.4.1.B.1 I c 5 LF STA:2+07.08, 31 .75' Rt TO STA:2+12.54, 31 .58' Rt - - - � - - - - - SS - -- - - ss - -- - - _ 1+00 � �-- -- - - - - - -�� _ - 2+00 s - - - - - ss - - - - - - - - ss - - - - - ss - - - - - ss -3� 13 LF STA:2+10.57, 16.30' Lt TO STA:2+26.17, 16.31' Lt � �9rFOF BEGIN IMPROVEMENTS PED CROSSING 1104.4.1 .B.1 CURB & GUTTER 0201 .4.1 .C.1 SSP 08125 w 0° 9T�yEW C.S\QQ�. NW 7TH ST � z w 0706.4.1.E.1 CONCRETE SIDEWALK, THICKNESS 5" i- - - - - w _ STA:0+50.00 o SSP 08125 C�& GUTTER 0201 .4.1.C.1 w 12/15/2025 OFF:0.00' - w- - - - - w- - - - - w- - - - - w - - - - - co w- - - _ _ _ _ �� 0706.4.1 .A.5 = CURB & GUTTER 0201 .4.1 .C.1 - w - w �`_ - - - - - - - w 0706.4.1 .A.1 - -I 65 SY STA:0+50.00, 18.10 Lt TO STA:1+64.03, 22.01 Lt RETAIN AND PROTECT 0706.4.1 .A.1 STREET LIGHT 18, 2 SY STA:1+47.82, 15.26' Rt TO STA:1+50.59, 15.26' Rt o w a SSP 08125 2 SY STA:1+66.79, 19.40' Rt TO STA:1+70.61 , 19.70' Rt = 2 i; - R/w R/w R/w PED RAMP 0201 .4.1.C.1 a z 0706.4.1 .H.2 SEE NOTE 1 r >- w ° a ° 0- R/w R/w R/W VALLEY 0201 .4.1 .C.1 87 SY STA:2+14.07, 63.35' Rt TO STA:3+00.00, 15.21' Rt o � W J o Q GUTTER � izn } SSP 29064 0706.4.1 .B-1 R/w R/ 76 SY STA:2+15.83, 71 .79' Lt TO STA:3+00.00, 16.58' Lt Q it m o m 0706.4.1 .G.1 �, - Ui 'x SIDEWALK 0201.4.1 .C.1 I 167 SY STA:3+00.00, 16.58' Lt TO STA:6+00.00, 16.87' Lt z a � E m Q o 0706.4.1 .H.1 I � 0- 0 0706.4.1 .E.1 I � omw � o DRIVEWAY 0201.4.1 .C.1 I 174 SY STA:3+00.00, 15.21 Rt TO STA:6+00.00, 15.02 Rt o g w z o I WOM, s 0706.4.1 .E.1 0706.4.1.G.1 o o CONCRETE REPAIR 2 E PED CROSSING 1104.4.1 .B.1 I I 0 0 � �- J IX 3 SY STA:0+56.19, 25.44' Lt TO STA:0+64.15, 25.38' Lt J = o (SSP 08125 I ZEwIs ° o SSP 29067B W 7 SY STA:1+19.29, 27.61' Lt TO STA:1+29.86, 27.65' Lt a w CURB & GUTTER 0201 .4.1 .C.1 3 SSP 29093 w z o � � � w z £ I SSP 29067B I 15 SY STA:2+61 .72, 29.01' Lt TO STA:2+79.86, 29.03' Lt = W z CQ � Of JO � SEE NOTE 1 0706.4.1 .H.1 14 SY STA:2+74.19, 27.28' Rt TO STA:2+92.15, 27.30' Rt °° = a } � � 2zo I � 0Cn < Cn 25 SY STA:3+56.15, 29.06 Lt TO STA:3+86.32, 29.02' Lt z I I 10 SY STA:4+11 .27, 29.00' Rt TO STA:4+21 .37, 29.00' Rt a_ a_ 0201 .4.1 .C.1 DRIVEWAY I 0201 .4.1.C.1 DRIVEWAY w Ir> IoR rAN;- 14 SY STA:4+58.38, 28.55' Rt TO STA:4+77.73, 28.68' Rt I I 8 SY STA:4+77.67, 28.93' Lt TO STA:4+87.58, 28.94' Lt I 0706.4.1.G.1 0706.4.1 .G.1 I 18 SY STA:5+67.06, 28.36' Rt TO STA:5+86.82, 28.36' Rt X I 0404.4.1 .A.1 I " 0706.4.1 .E.1 Steve O'Brien C/)_ N I I 0112012026 LDIR-2025-0021 SSP 29064 w I SSP 29064 SSP 29064LU CP ° Plans Are Accepted For Public z o �- R/W R/W R/W R/W R/W R Z 'z R/W /ti/ R/W R/W R/W R/W Street Construction o w w w w wLs W z LSW W W W y W W W W y W y LS W WL.S By stamping and signing the improvement plans,the Registered C Q w y � y . w . w . �. G I30' W W W W W W W W W W W w W W W W w W w Engineer ensures the District that the plans conform to all District _l J or waivers 10 policies prev pussy approved byin tNritincs t be spqdfically and A CDtanceof LL D o the improvement plans by the District doesli not relieve the Q 0 Y = I I + co Registered Engineer o these respons9ibilities. co , J m r 1006.4.1 .C.1 NW 7TH ST Q U BY ATE, 12/17/2025 Q a m z 00 ADA CCIUN HIGHWAY DISTRICT V _ _ _ _ _ 5+00- - - - - CO~ w N D � - - - ss - - - - - ss - - - - - ss - - - - - ss - - - - - ss - - - - - s4+00 - - - ss - - - - - ss - - - - - ss - - - - - SS ss - - __ _ SS SS ss - - - � ss - - - - - ss - - -6+ w w NOTES: N <G D I z 0 1 . 5' TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB m CURB & GUTTER 0201 .4.1.C.1 SSP 08125 0201.4.1 .C.1 CURB & GUTTER = w W + I 0706.4.1 .A.1 0706.4.1.A.1 I U w 2. ALL NEW WATER SERVICE CONNECTIONS ARE ASSUMED TO J - - w- - - - - w - - - - - w- - - - - w - - - - - w- - - - - _ _ _ _ _ _ _ _ Q BE 1". CONTRACTOR TO VERIFY EXISTING WATER SERVICE - w - w CONNECTION SIZES. 0 0 - - w SSP 25080 - - - - w - - - - - w- - - - - w - - - - - w- - - - - w- - - - Ir CD >- 10' W y 19, y y yyyyyyyy 20' w W LEGEND Z LS* So �Ls LSW �w o � STA:4+91 .28 SIDEWALK/W /W R/W R/W R/W R/ R/W z R W OFF:20.03'R R/w Ribw R/W R/W I M W I SP 02020 I ASPHALT REPAIR Q 0706.4.1.E.1 0706.4.1 .E.1 STA:4+85.28 FILE: 07-24-122_C-20X T z I SSP 29093 SSP 29064 \ OFF:22.03'R I DRAWNJUB OJ.BY# JA 24 122 z J CONCRETE REPAIR ca � I SSP 29067B SSP 29064 DRIVEWAY 0201 .4.1 .C.1 DESIGN BY: JA o DRIVEWAY 0201 .4.1.C.1 STA:4+52.56 0706.4.1 .G.1 ' Q Q Q Q Q CHECKED BY:ONE INCH 0- 0706.4.1 .G.1 I OFF:19.82 R I a a a a a GAVEL REPAIR AT FULL SIZE, IF NOT ONE co �, STA:4+58.35 INCH SCALE ACCORDINGLY 0706.4.1 .G.1 OFF:21 .79 R 0201 .4.1.C.1 DRIVEWAY �' LAST UPDATED: 12/11/2025 N 2 I SSP 29064 I LANDSCAPE REPAIR 0 15 30 SHEET NUMBER: N 0 I SP 02020 I T SSP 20113 Q U w w w W � SOD REPAIR C-201 SCALE IN FEET d 0 0706.4.1.H.1 PEDESTRIAN RAMP W/DETECTABLE WARNING CssP 25080 REMOVE AND RESET MAILBOX DOMES, TYPE A CJMU-B , 1 EA STA:2+14.50, 43.06' Lt TO STA:5+15.74, 27.43' Lt 1 EA STA:4+83.57, 16.61' Rt 1 EA STA:2+18.01 , 43.51' Lt TO STA:2+20.57, 27.80' Lt SSP 29064 SOD REPAIR J-U-B ENGINEERS, INC. 18 SY STA:0+64.15, 25.38' Lt TO STA:1+19.31 , 24.31' Lt U 1 EA STA:2+32.73, 15.71' Rt TO STA:2+48.67, 15.02' Rt z J N 0 1 EA STA:2+32.74, 17.30' Lt TO STA:2+48.67, 16.45' Lt 12 sy STA:1+29.83, 24.49' Lt TO STA:1+62.24, 30.29' Lt (n C O (.0M w L �0 00 CO 0 PEDESTRIAN RAMP W/DETECTABLE WARNING 3 SY STA:1+47.80, 22.55' Rt TO STA:1+63.43, 27.62' Rt Lu U "t 0 Cl? 0706.4.1 .H.2 DOMES, TYPE G z W ( o . 0 � 23 SY STA.2+23.84, 71 .88 Lt TO STA.2+59.72, 29.01 Lt Ur c' co 1 EA STA:1+50.59, 15.26' Rt TO STA:1+66.79, 19.40, Rt z 1006.4.1.C.1 INLET PROTECTION 7 SY STA:2+81 .88, 29.03' Lt TO STA:3+00.00, 24.58' Lt W m � '� � a 20 SY STA:3+00.00, 24.58' Lt TO STA:3+54.15, 29.06' Lt N 1 EA STA:3+41 .50, 14.11' Rt 1 EA STA:3+42.60, 15.58' Lt 22 SY STA:3+49.01, 23.22' Rt TO STA:4+09.27, 38.58' Rt 32 SY STA:3+88.32, 29.02' Lt TO STA:4+75.67, 28.93' Lt 1104.4.1.B.1 THERMOPLASTIC PAVEMENT MARKINGS �SS�ONAL FN�� 10 SY STA:4+31 .80, 22.89' Rt TO STA:4+56.38, 28.55' Rt o� ENS 90 S F STA:1+59.48, 12.00' Rt TO STA:1+61.91, 11 .87' Lt 90 SF STA:1+84.78, 33.32 ' Lt TO STA:2+14.36, 34.98' Lt 32 SY STA:4+79.73, 28.68' Rt TO STA:5+65.06, 28.36' Rt �q�'ry OF 90 SF STA:1+85.72, 40.91' Rt TO STA:2+09.70, 39.79' Rt 39 SY STA:4+89.58, 28.94' Lt TO STA:6+00.00, 28.80' Lt EW C. 90 SF STA:2+40.68, 12.46' Lt TO STA:2+40.67, 13.11' Rt 6 SY STA:5+88.82, 28.36' Rt TO STA:6+00.00, 23.01' Rt 12/15/2025 1135.01.07 RELOCATE ROADSIDE SIGN SSP 29067B REPAIR LANDSCAPING w a Cd 29 SY STA:2+22.06, 66.51' Rt TO STA:2+72.19, 27.31' Rt o w W co 0 1 EA STA:2+52.37, 22.53' Lt o Q z Rcnoao } w U w H d 4 SY STA:2+94.15, 27.30' Rt TO STA:3+00.00, 23.21' Rt o o wz m ? } P 02020 S GRAVEL REPAIR �z � � � m a � mo 11 SY STA:3+00.00, 23.21' Rt TO STA:3+33.90, 23.23' Rt o 'i 3: :5 X 2 SY STA:0+50.00, 26.14' Lt TO STA:0+56.19, 25.44' Lt z o } Q z � m � SSP 29093 REMOVE TREE 6"+ L Z J z 5 SY STA:3+33.90, 23.23' Rt TO STA:3+49.01, 23.22' Rt w i c m w � O oao Zo <n 1 EA STA:2+27.10, 29.47' Rt 0 zo = ° >t w o 5 SY STA:4+23.37, 38.54' Rt TO STA:4+31 .80, 22.89' Rt M 2 o w m :12 tea d 1 EA STA:3+22.08, 18.66' Rt o SSP 08125 ASPHALT REPAIR - OTHER z ( w :0:) 0? 1 EA STA:3+30.25, 17.17' Rt w W o 3 SY STA:1+17.00, 12.31' Lt TO STA:1+32.50, 12.34' Lt � Ofw � o J w , a Q w ~O n Y CONTINUATION SHEET 6 SY STA:1+47.81 , 11.26' Rt TO STA:1+71 .89, 18.16' Rt W z w H 2 z O 11 SY STA:2+07.08, 34.76' Rt TO STA:2+07.08, 53.58' Rt o cn a cn o 53 SY STA:2+07.08, 7.40' Rt TO STA:2+54.80, 8.11 Rt 25 SY STA:2+10.57, 9.35' Lt TO STA:2+54.67, 9.46' Lt 26 SY STA:2+10.57, 18.25' Lt TO STA:2+10.57, 48.95' Lt c� X 4 SY STA:2+74.00, 11.18' Rt TO STA:2+92.12, 11 .20' Rt 0 N N N 3 SY STA:4+10.00, 10.96' Rt TO STA:4+21 .99, 10.93' Rt C/) C N 9 6 SY STA:4+56.00, 10.79' Rt TO STA:4+83.24, 11 .03 Rt z w Q W o SSP 20113 CONCRETE BLOCK RETAINING WALL �j C _ z cn 0 30 SF STA:5+87.82, 28.36' Rt TO STA:6+00.00, 23.00' Rt LJJ z Cn 0 z Co L.L J 0 z U Ov N N N O J 9 U uJ O Ir a r U Z a WE FIDI - w H z m w cis J Q U FILE: 07-24-122 C-20X Plans Are Accepted For Public DRAWNOJ.BY: JA:07-24 122 J C mw -6 U Street Construction DESIGN BY: JA o O CHECKED BY: CJF E: U By stamping and signing the improvement plans,the Registered ONE INCH :5D Engineer ensures the District that the plans conform to all District AT FULL SIZE, IF NOT ONE 00 Steve O'Brien policies and standards. Variances or waivers must be specifically INCH SCALE ACCORDINGLY N o and previously approved by the District in writing. Acceptance of LAST UPDATED: 12/11/2025 LO N 01/20/2026 LDIR-2025-0021 Registered Engineer of these responsibilities. SHEET NUMBER: N the improvement plans by the District does not relieve the T Cz BY t 12/17/2025 o ADA COUN HIGHWAY DISTRICT'DATE C-202 o awo 0404.4.1 .A.1 WATER SERVICE CONNECTION CJ-U-B SSP 29064 1 EA STA:6+00.51, 24.00' Lt I 0404.4.1.A.1 1 EA STA:7+07.95, 24.00' Lt J-U-B ENGINEERS, INC. I 0201 .4.1.C.1 DRIVEWAY 0201 .4.1.C.1 DRIVEWAY 0706.4.1.F.1 0706.4.1.A.1 STANDARD 3-INCH ROLLED CURB & GUTTER U I 0706.4.1.F.1 0706.4.1 .G.1 25 LF STA:6+00.00, 16.87' Lt TO STA:6+24.64, 16.97' Lt z J N o co I 0706.4.1 .G.1 O co 0706.4.1 .E.1 14 LF STA:7+16.84, •Fn O ti 17.02 Lt TO STA:7+30.50 17+06 Lt E I SSP 29067B CO ° � Lu L � - 0706.4.1.E.1 CONCRETE SIDEWALK, THICKNESS 5" W U " 0 Cl? I SSP 29064 z X O 00 o .� 45 SY STA:1+99.89, 150.61' TO STA:2+20.84, 71 .84' Lt LLJ '— co co N � 0404.4.1 .A.1 I � � ai R/W R/W / R/W R/ R/W R/W R/W 96 SY STA:6+00.00, 16.87' Lt TO STA:7+71 .98, 17.33' Lt W 77 O (1) i1 y y y y W W ' m y m y • W • y • W y • W y W ^ •LS W W W W W W W W W W I 128 SY STA:6+00.00, 15.00' Rt TO STA:7+69.74, 32' Rt m cfl 20130' I 0706.4.1.G.1 CONCRETE REPAIR ' A D 15 SY STA:6+01.82, 28.82' Lt TO STA:6+21 .62, 28.91' Lt � CURB & GUTTER 0201.4.1 .C.1 m = I 0201.4.1 .C.1 CURB & GUTTER 0706.4.1 .A.1 U 23 SY STA:6+51.58, 29.06' Lt TO STA:6+81 .25, 29.08' Lt �pNAL m r SSP 08125 I w SS FNc Cn z 0706.4.1.A.1 w O� ENS /yF= m 00 SS — — _— — SS — — — — —_ — — SS — — — SS — _ — — ��— _7+00_ — SSP 08125 — — — — — — — J O N 8+OC SSP 08125 ASPHALT REPAIR - OTHER m — — — - - - - - = a o n D I NW 7TH ST I Q = 6 SY STA:6+00.00, 12.87' Lt TO STA:6+24.64, 12.97' Lt 1P �o ow- - - - - w- - - - - w- - - - - w - - - - - w- - - - - w - - - - - - - L - - w 3 SY STA:7+16.84, 13.02' Lt TO STA:7+30.50, 13.06' Lt �-qj of o w w - - - - - - - - - - - - - - - - — UjT EW C. o SP 20113 S CONCRETE BLOCK RETAINING WALL 12/15/2025 W W W w W W W W � 258 SF STA:6+00.00, 23.00' Rt TO STA: 7+68.47, 37.80' Rt — WLS .Ls LS* W LS y w I ZS y o SSP 29064 SOD REPAIR z � Z R/W R/W R/W R/W R/W R/W = g U I ( 27 SY STA:2+06.74, 151 .94 Lt TO STA:2+23.84, 71.88 Lt C9 Q z Rco0 < 0 0706.4.1 .E.1 Cn 2 SY STA:6+00.00, 28.80 Lt TO STA:6+01 .82, 28.82' LT o � W J � I I Z � - � d I SSP 20113 SSP 29064 STA:7+69.747-1 I I O 57 SY STA:6+00.00, 23.00' Rt TO STA:7+68.47, 34.80' Rt o ��j� w I � 15zO � J� 32 SY STA:6+83.25, 29.84' Lt TO STA:7+71 .94, 25.33' Lt 'Z � Q E—STA II = SSP 29067B � n Z� WJ� z : 9 Z o oOFF:19.84'R REPAIR LANDSCAPING og o ° z J 0 W ° 20 °ZZ�15 SY STA:6+23.62, 28.92' Lt TO STA:6+48.80, 29.06' Lt o o � QQ a it C) � � � � U I O w ZE " � H 0 � ww) zo: � I I D w ~ o � w w m3: Q = ofz=) Cn J WE (:�+(E F,I D IA N � � = zo � o Cn Q (n QZ 0 X 0 N v Steve O'Brien NI 01/20/2026 LDIR-2025-0021 N w MIN , M/� MIN - z ~ Q Plans Are z Accepted For Public P z I Street Construction w \ LJ z w � By stamping and signing the improvement plans,the Registered J J Engineer ensures the District that the plans conform to all District z > policies and standards. Variances or waivers must be specifically CoLL \ Q W r 0706.4.1 .E.1 and previously approved by the District in writing. Acceptance of Q 0 Q \\ Z the improvement plans by the District does not relieve the Y Registered Engineer of these responsibilities. Q \ Q SSP 29064 {+ �/ } p J QU1 BY �� { IJATE' 12/17/2025 Q � \ J 1 ADA COUN�Y HIGHWAY DISTRICT (� N \ \ NOTES: Q N \\ V 1 . 5' TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB 2. ALL NEW WATER SERVICE CONNECTIONS ARE ASSUMED TO \ > J W BE 1". CONTRACTOR TO VERIFY EXISTING WATER SERVICE CONNECTION SIZES. a I z \\ yw LEGEND \ I \ I � I SIDEWALK � I ro w \ I Q \� 0706.4.1 .A.5 ASPHALT REPAIR FILE: 07-24-122_C-20X J N JUB PR J. w MATCHLINE SEE 1717A CONCRETE REPAIR DRAWN BY: JA ca a70 U SHEET C-201 DESIGN BY: JA o O CHECKED BY: CJF U a a a a a GAVEL REPAIR 1 ONE INCH AT FULL SIZE, IF NOT ONE Lo LO INCH SCALE ACCORDINGLY N p LAST UPDATED: 12/11/2025 N o LANDSCAPE REPAIR 0 15 30 SHEET NUMBER: N -0 _ 2 Cz - o W w W W SOD REPAIR SCALE IN FEET 203 o � aw 0404.4.1.A.1 WATER SERVICE CONNECTION 0706.4.1 .G.1 CONCRETE REPAIR CJ-U-B 1 EA STA:12+08.81 26.00 Lt 6 SY STA:11+54.62, 23.02' Lt TO STA:11+78.10, 25.24' Lt J-U-B ENGINEERS, INC. 1 EA STA:12+48.07, 24.00' Rt 6 SY STA:12+80.32, 24.08' Lt TO STA:13+02.93, 25.77' Lt U 1 EA STA:13+11 .19, 28.00' Lt 15 SY STA:13+04.42, 28.71' Rt TO STA:13+23.52, 28.88' Rt z J N o co 0706.4.1.A.1 STANDARD 3-INCH ROLLED CURB & GUTTER � `� 6 SY STA:13+72.43, 25.13 Lt TO STA: 13+90.73, 25.12 LT W L O 0 E r(:�T�T(E FA,I D I PEDESTRIAN RAMP W/DETECTABLE WARNING W U 0 Cl?30 LF STA:12+34.08, 21.59 Rt TO STA:12+60.89, 17.57 Rt 0706.4.1.H.1 Z X (D ., 00 � DOMES, TYPE A LU o '3: 10 LF STA:12+38.78, 16.48' Lt TO STA:12+49.40, 16.51' Lt 1 EA STA:12+38.78, 16.48' Lt TO STA:12+49.40, 16.51' Lt Z > U) LU 0 34 LF STA:12+68.93, 16.63' Lt TO STA:13+04.77, 17.11' Lt 1 EA STA:12+39.01, 18.67' Rt TO STA:12+48.34, 17.65' Rt m ( a 1135.01.07 RELOCATE ROADSIDE SIGN N 29 LF STA:12+99.31 , 17.10' Rt TO STA:13+27.29, 16.94' Rt 1 EA STA:13+60.15, 23.61' Lt 0706.4.1.E.1 CONCRETE SIDEWALK, THICKNESS 5" SSP 08125 ASPHALT REPAIR - OTHER Steve O'Brien c�S\pvAAL FN� 01/20/2025 8 SY STA:12+31 .69, 18.50' Rt TO STA:12+60.90, 13.57' Rt o<c�' ENS LDIR-2025-0021 150 SY STA:11+18.47, 16.20' Lt TO STA:14+00.00, 17.11' Lt 2 SY STA:12+38.78, 12.48' Lt TO STA:12+49.40, 12.51' Lt 95 SY STA:12+34.08, 21.59' Rt TO STA:14+00.00, 16.63' Rt 8 SY STA:12+68.93, 12.63' Lt TO STA:13+04.77, 13.11' Lt �°rFOF \oP�o 6 SY STA:12+99.31, 13.14' Rt TO STA:13+27.29, 12.98' Rt 9T�yE►N C•S\QQ� SSP 11010 REMOVE AND RESET YARD LIGHT 12/15/2025 1 EA STA:11+81 .78, 25.00' Lt w SSP 29064 SOD REPAIR = w W 11 SY STA:1 1+18.35, 22.31' Lt TO STA:1 1+54.62, 23.02' Lt a = Z m w Q o � W _ c J 38 SY STA:11+84.69, 27.65' Lt TO STA:12+61.38, 24.58' Lt �Q m o 00 0uS3: :5x \v 23 SY STA:12+45.50, 29.02' Rt TO STA:13+02.60, 28.72' Rt U z o + mQ Q LZw Z 14 SY STA:13+11 .29, 26.21' Lt TO STA:13+52.23, 25.14' Lt o J i c j W 0 0 LL o Z 25 SY STA:13+25.52, 28.91' Rt TO STA:13+96.52, 24.65' Rt 0 0 T o o >t W :1 2 d Q\� 3 SY STA:13+90.73' 25.12' Lt TO STA:14+00.00, 25.11' Lt o = o QE "J 0 SSP 29067B REPAIR LANDSCAPING a w ) �j SSP 29064 I 5 SY STA:12+08.81, 23.10' Lt � U) m C Y 0404.4.1 .A.1 0� 0706.4.1 .G.1 I � LU of �j 3 SY STA:12+37.42, 27.24' Rt TO STA:12+45.50, 29.02' Rt � = Q } W 0201 .4.1 .C.1 DRIVEWAY REMOVE AND RELOCATE BRICKS J I ~ = Z o � 0Cn < Cn o >> \ss O� W 0706.4.1 .F.1 COORDINATE WITH PROPERTY 6 SY STA:12+61 .38, 24.58' Lt TO STA:12+80.09, 24.76' Lt Z OWNER PRIOR TO RELOCATION �\ SSP 11010 I 3 SY STA:13+05.13, 25.77' Lt TO STA:13+11.29, 26.21' Lt 3 G ti y 0706.4.1 .G.1 SSP 29067B 7 SY STA:13+52.23, 25.14' Lt TO STA:13+72.43, 25.13' Lt _j 1135.01 .07 I 1 SY STA:13+96.52, 24.66' Rt TO STA:14+00.00, 24.63' Rt SSP 29064 0706.4. 1.E.1 0201 .4.1.C.1 DRIVEWAY I 0706.4.1 .H.1 0706.4.1.F.1 0201 .4.1 .C.1 DRIVEWAY I N / ss �2' SSP 29067B 0706.4.1 .F.1 I C/) N \ 0404.4.1.A.1 W w 0706.4.1 .G.1 I = N y w \\� \� ss \\ W p 1,,- 0- Z \ � W SSP 29064I Q �p \ SSP 29067B Plans Are Accepted For Public o e\v Q\� �r \ CS w W W SSP 29064 + o - z �P 0706.4.1.E.1 y I Street Construction z / �O ' w L M/�J /W R/ QW By stamping and signing the improvement plans,the Registered CwC Z _ \ 2x� LS W W W W W W W w Engineer ensures the District that the plans conform to all District J G J \ W W W W w y W W = policies and standards. Variances or waivers must be specifically - the improvement p T SSP 08125 21 1 g� J w and previously approved by the 0100 in writing. Acceptance of Co O � \ ss \ = w p ovement plans by the District does not relieve the Q \ !y U CO Registered Engineer of these responsibilities. SSP 08125 0201.4.1 .C.1 CURB & GUTTER I BY 7Z, 11DATE• 12/17/2025 Q ADA COUN HIGHWAY DISTRICT - N �A ss - - - "' �v -as---- +% _sue- - ss - - - SS - 0706.4.1_A_1- w - ss - - - - - ss - - - � U- - w- w- - - - - w- - - - NW7THST N / 13+00 - - - - - w- - - - - w14 NOTES: Q 1 . 5' TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB SSP 08125 0201.4.1 .C.1 CURB & GUTTER SSP 08125 2. ALL NEW WATER SERVICE CONNECTIONS ARE ASSUMED TO // �� r 0706.4.1 .A.1 I BE 1". CONTRACTOR TO VERIFY EXISTING WATER SERVICE o / J 0201 .4.1.C.1 CURB & GUTTER } Q� �p 0706.4.1 .A.1 CONNECTION SIZES. Q- �T LEGEND Q / Q y LSw y y 20, � W Ir V4�:/ w �A w w W W W w W W W SIDEWALK o LSW W y W WLS - y y W W W y y y WS W W y y Z SIDEWALK 0201.4.1 .C.1 0706.4.1 .E.1 R/W R/W R/W nmI M J I FILE: 07-24-122_C-20X J SSP 29067B SSP 29064 ° Cz ° JUB DRAWN OBYJ.# JA 24 122 ca w 0706.4.1.H.1 DRIVEWAY 0201 .4.1 .C.1 I CONCRETE REPAIR 0404.4.1 .A.1 DESIGN BY: JA a o I 0706.4.1 .F.1 SSP 29064 I CHECKED BY: CJF � U ONE INCH 0706.4.1 .G.1 a a a a a GAVEL REPAIR AT FULL SIZE, IF NOT ONE Lo � SSP 29067B INCH SCALE ACCORDINGLY N p LAST UPDATED: 12/11/2025 N o LANDSCAPE REPAIR 0 15 30 SHEET NUMBER: N -0 N � W W WwWWW -204 Y 2 SOD REPAIR SCALE IN FEET o � aw 0403.4.1.A.1 RELOCATE FIRE HYDRANT ASSEMBLY 1 EA STA:14+35.72, 23.21' Rt CJ-U-B I RETAIN AND PROTECT I J 0404.4.1 .A.1 WATER SERVICE CONNECTION IWATER METER I J-U-B ENGINEERS, INC. I 0404.4.1 .A.1 SSP 29064 I 1 EA STA:14+18.33, 24.00' Lt d 0201.4.1 .C.1 DRIVEWAY 0201 .4.1.C.1 DRIVEWAY z J N I 1 EA STA:14+24.62, 24.00' Rt SSP 29064 0706.4.1 .E.1 0706.4.1 .F.1 0706.4.1.F.1 I U) s= co 0 J SSP 29064 1 EA STA:15+96.90, 24.00' Lt O cY) � I 0706.4.1 .G.1 I vn O oo 0706.4.1 .G.1 1 EA STA:16+11 .81, 24.00' Rt Lu O COm 0404.4.1 .A.1 L1J U 0 Cl? I 0404.4.1 .A.1 I Z X O 1 EA STA:16+63.78, 24.00' Lt - Lu +r C B 1c� . 45 R/ R/W R/W R/W R/W R/W R/W R/W R/W R/W R/ R/W 1 EA STA:17+77.71, 24.00' Rt z � U) -0 o UJI W W w w W W W W W w W W W W W W W W LS W W W W W w W w W W W w W W w w W W w W W w W w W LS w w W w W w w W wLS w W w w W w 1 EA STA:18+11 .00, 24.00' Lt m s a I 20' 18' CD 1 EA STA:18+28.37, 24.00' Rt N D 0 1 EA STA:19+00.63, 24.00' Rt m � � - ss - - - - ss - - - - - ss - - - - - ss - - - - - ss SSP 08125 - - - ss - - - 0201 .4.1 .C.1 CURB & GUTTER- - - - - ss - - - - - s - - - ss - - - - - ss - - - - - ss - - - - ss - - - - - ss - - - - - I T 1 EA STA.19+45.49, 24.00 Lt = m 00 W- - - - w - - - 0706.4.1 .A.1 m - = w- - - w- - - w - - - 15+00 - 16+00 17 w �NsF m - - - _ _ - - - - - - - - - m 0706.4.1 .A.1 STANDARD 3-INCH ROLLED CURB & GUTTER o Fc^ D - - - - - - w - - - - - w- - - - w 0706.4.1 .E.1 - W- - - - - w- - - w n 0404.4.1.A.1 NW 7TH T - W- - - - - W - - - Z w 33 LF STA:15+02.47, 17.21' Lt TO STA:15+35.92, 17.27' Lt N RETAIN AND PROTECT I J co 0 o o SSP 29093 = o POWER POLE U 34 LF STA:17+00.22, 17.41' Lt TO STA:17+33.84, 17.35' Lt 9rf OF o I 9T�-- ( r'S\ee 14 LF STA:17+55.44, 17.39' Lt TO STA:7+69.31 , 17.38 Lt 22' 19, 16' 20' 12/15/2025 y W W y y y y W y W y . W 42 LF STA:18+35.17, 17.53' Lt TO STA:18+77.82, 17.46' Lt 2,C\N1% LW W W W W y W y y W y W y W y W y y y yDV y W 0706.4.1 .E.1 CONCRETE SIDEWALK, THICKNESS 5" o R/W R/W R/W ° R/ R/ R W R/W R/ R/W Z R/W /w R/w o /w 167 SY STA:14+00.00, 16.63' Rt TO STA:17+00.00, 16.63' Lt = 2 co 0 0706.4.1 .G.1 J t 0706.4.1 .E.1 BSW SSP 29067E 0 Q 0 w cnoQo o% STA:16+08.11 168 SY STA:14+00.00, 17.11' Lt TO STA:17+00.00, 16.63' Rt a = z m w Q O � w � � SSP 29064 0201 .4.1 .C.1 DRIVEWAY OFF:21 .59'R I }Q o m 0706.4.1 .G.1 0706.4.1 .G.1 182 SY STA:17+00.00, 17.41 Lt TO STA:20+23.46, 19.33 Lt o m X 0706.4.1 .F.1 J BSW SSP 29093 I � c, w 0706.4.1.G 1 0403.4.1 .A.1 STA:16+11 .80 180 SY STA:17+00.00, 16.63' Rt TO STA:20+19.83, 18.12' Rt Z a I E m Q 0201.4.1 .C.1 DRIVEWAY 0201.4.1 .C.1 DRIVEWAY o OFF:22.81'R I Q � � � ZJ z 0706.4.1 .F.1 0706.4.1 .F.1 0 �o °° w 0 o 0201 .4.1 .C.1 DRIVEWAY 0706.4.1.G.1 CONCRETE REPAIR o g � � z o <n SSP 29093 p I rE rIZ [A � woo } > z 0706.4.1 .F.1 0404.4.1 .A.1 SSP 290606 ° Z = B E E w o 8 SY STA:14+00.96, 24.63' Rt TO STA:14+22.88, 24.67' Rt o Z J SSP 29064 SSP 29064 BSW W o O � � J a SSP 29067B STA:16+16.80 BSW SSP 29064 I C) \ J STA:16+20.47 6 SY STA:14+48.50, 24.66 Rt TO STA:14+67.07, 24.47 Rt J = off : cn OFF:22.81 R acDw � o 0 OFF:21 .59'R Z U Is Z I 15 SY STA:15+06.95, 28.95' Lt TO STA:15+27.24, 28.94' Lt � w a w o w > of ~ 0 ' wm � z Sieve O'Brien 5 SY STA:15+35.18, 24.58' Rt TO STA:15+51 .42, 24.61' Rt = U) z 01/20/2026 J w Of LDIR-2025-0021 9 SY STA:15+73.01, 26.91' Lt TO STA:15+90.89, 26.93' Lt °° = Q } H 2 z O O � 0Cn < Cn Z 7 SY STA:16+29.25, 24.59' Rt TO STA:16+49.21 , 24.53' Rt 24 SY STA:17+00.67, 28.92' Lt TO STA:17+33.84, 28.91' Lt I 0706.4.1 .E.1 1135.01 .07 0201 .4.1 .C.1 DRIVEWAY J D 23 SY STA:17+16.91, 28.85' Rt TO STA:17+45.08, 28.87' Rt I 0201 .4.1 .C.1 DRIVEWAY 0- 0706.4.1 .F.1 SSP 29067B SSP 29067B O SSP 29064 0706.4.1 .F.1 1 5 SY STA:17+57.27, 26.03 Lt TO STA:17+69.32, 26.04' Lt o I SSP 29067B 0706.4.1 .G.1 SSP 29067B SSP 29064 DRIVEWAY 0201 .4.1 .C.1 1 3 0201 .4.1.C.1 DRIVEWAY SSP 29067B 0706.4.1 .F.1 23 SY STA:18+38.51, 28.89' Rt TO STA:18+66.44, 28.88' Rt ICD 0706.4.1.F.1 I SSP 29064 0404.4.1 .A.1 0706.4.1 .G.1 24 SY STA:18+39.30, 29.14' Lt TO STA;18+72.28, 29.14' Lt N 0706.4.1 .E.1 0 C� 0706.4.1 .G.1 SSP 29064 0404.4.1.A.1 I 6 SY STA:20+01 .43, 29.13' Lt TO STA:20+10.89, 29.04' Lt N = I SSP 29064 z w SSP 29067B 0706.4.1.G.1 R/W R/W R/W R/ R/W R/W R/W R/W R/W R/W R W R/ R/W R/ Plans Are Accepted For Public z - z ,Ls W W ; Street Construction I y y y Wks 33' 12' 33, y y W. yE y y y W w W w W W 9' I By stamping and signing the improvement plans,the Registered - CC Q Engineer ensures the District that the plans conform to all District J G J policies and standards. Variances or waivers must be specifically m SSP 08125 SSP 08125 1006.4.1 .C.1 1 and previausiy approved by the DisMct in writing. Acceptance of Q O I END IMPROVEMENTS < SS _ SSP 08125 o the improvement plans by the District does not relieve the ss - 0201 .4.1 .C.1 CURB & GUTTER ss - - - - ss - - - - - Registered Engineer of these responsibilities. Q m z 0201 .4.1 .C.1 CURB & GUTTER 0201 .4.1 .C.1 CURB & GUTTER - ss - - - - - ss - - - - - ss - - - - - s STA:20+23.46- - ss - - - - ss - - - - - sus - - - - - s f, ; J m m 00 0706.4.1 .A.1 0706.4.1 .A.1 OFF:0.00' I 9Yc l 12/17/2025 D - - - - - - 18+00 0706.4.1 .A.1 - - - 20+00 I 2 ADA COON HIGHWAY DISTRICT 19+00 - - - - ATE Q V N O D I- - w 0706.4.1 .E.1 - - - w- - - - - W- - - - - W- _ _ _ _ _ SSP29090 NOTES: N m - W - w- - - - - - - - W- - - - - V NW 7TH ST _ STOP BAnt I z 1 . 5' TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB rl- I SSP 29090 - - - - �, + - w- - - - - W- - - - w- - - - - W- - - - 02. ALL NEW WATER SERVICE CONNECTIONS ARE ASSUMED TOwCD - w - - - BE 1". CONTRACTOR TO VERIFY EXISTING WATER SERVICE o CONNECTION SIZES. Ir 0 28' 28' W p w LEGEND z ILSW WWWwW W W W WwWw w WWw W W wW = Q 0 o LU - sD - - - - s ® I U SIDEWALK R/W R/ R/W R/W R/W W W /W -�2/ R/W /W W R/ R/W R/W 0 ro W 0404.4.1 .A.1 J ASPHALT REPAIR cis i I TQ 0404.4.1 .A.1 �0 1 FILE: 07-24-122_C-20X °` I 0706.4.1 .G.1 SSP 29064 RETAIN AND PROTECT O DRAWN BY: JA d JUB PROJ.#:07-24 122 ca U I J SSP 29064 FIRE HYDRANT 1135.01 .07 CONCRETE REPAIR DESIGN BY: JA ` 0706.4.1.G.1 0 X 0 0201 .4.1.C.1 DRIVEWAY FL U RETAIN AND CHECKED BY: CJF ', ONE INCH 0706.4.1.F.1 PROTECT DITCH �° GAVEL REPAIR 0706.4.1 .E.1 0201 .4.1 .C.1 DRIVEWAY a a a a a a AT FULL SIZE, IF NOT ONE to 0 I SSP 29067B CONTRACTOR MUST OBTAIN A 0706.4.1 .F.1 CONTRACTOR MUST OBTAIN A SP 02020 1 �, INCH SCALE ACCORDINGLY p LAST UPDATED: 12/11/2025 N PROPERTY USE AGREEMENT, PROPERTY USE AGREEMENT, LANDSCAPE REPAIR N o SSP 29064 0404.4.1 .A.1 1 0 15 30 SHEET NUMBER: N 0 I SIGNED BY THE OWNER, SIGNED BY THE OWNER, � I PRIOR TO TREE TRIMMING OPERATION. PRIOR TO TREE TRIMMING OPERATION. I W W W W W pa SOD REPAIR C-205 SCALE IN FEET o � aw0 1006.4.1.C.1 INLET PROTECTION 1 EA STA:20+21 .35, 17.87' Lt CJ-U-B 1 EA STA:20+21 .76, 17.08' Rt J-U-B ENGINEERS, INC. 1104.4.1 .B.1 THERMOPLASTIC PAVEMENT MARKINGS d 30 SF STA:20+13.65, 0.31' Rt TO STA:20+13.65, 15.31' Rt z J N 1:t o 1135.01.07 RELOCATE ROADSIDE SIGN .O M co In CD pp E 1 EA STA:19+31 .00, 24.00' Lt W p M O ti U 1 EA STA:20+15.55, 25.31' Rt Lj o co SP 02020 GRAVEL REPAIR W > o 7 SY STA:19+89.22, 24.42' Rt TO STA:20+48.96, 26.09, Rt m � 2 a SSP 08125 ASPHALT REPAIR - OTHER ? N 7 SY STA:15+02.47, 13.21' Lt TO STA:15+35.92, 13.27' Lt 8 SY STA:17+00.22, 13.41' Lt TO STA:17+33.84, 13.35' Lt �SS�oNAL FN�i 3 SY STA:17+55.44, 13.39' Lt TO STA:7+69.31 , 13.38 Lt ENS 9 SY STA:18+35.17, 13.53' Lt TO STA:18+77.82, 13.46' Lt SSP 29064 SOD REPAIR �q 9rF OF ° 4" 37 SY STA:14+00.00, 24.11' Lt TO STA:15+04.95, 28.95' Lt TTy �'S\e 12/15/2025 10 SY STA:14+22.88, 24.67' Rt TO STA:14+48.50, 24.66' Rt 23 SY STA:14+67.06, 24.47' Rt TO STA:15+35.18, 24.58' Rt o w a 16 SY STA:15+29.24, 28.94' Lt TO STA15+71 .01, 26.91' Lt = 2 CO 0 Rc i0 < 0 o% 22 SY STA:15+51 .42, 24.61' Rt TO STA:16+14.33, 25.92' Rt a = z m w Q o � w - o U p J D 39 SY STA:15+92.89, 26.93' Lt TO STA:17+00.00, 28.92' Lt o ? ° m cn � c91 � w 9 SY STA:16+74.16, 24.58' Rt TO STA:17+00.00, 21 .63' Rt Z a I E m Q Q L Z w z 1 SY STA:17+00.00, 28.92' Lt TO STA:17+00.67, 28.92' Lt w Q cwo bo w o ° ozw � o } > z 3 SY STA:17+00.00, 21 .63' Rt TO STA:17+08.33, 24.63' Rt M 2 o w m " g , U0 � H � Of 9 SY STA:17+35.84, 28.91' Lt TO STA:17+55.27, 26.03' Lt J = o w ZEL" ? o 34 SY STA:17+47.08, 28.87' Rt TO STA:18+36.54, 28.89' Rt a w W ° w > � � o C� wm � z 13 SY STA:17+85.33, 25.43' Lt TO STA:18+22.14, 25.50' Lt = C z CONTINUATION SHEET 43 SY STA:18+68.44, 28.88' Rt TO STA:19+89.22, 24.42' Rt m = Q } = z0 � ounaun z 12 SY STA:18+85.69, 25.46' Lt TO STA:19+22.02, 25.48' Lt 7 SY STA:19+32.14, 25.48' Lt TO STA:19+53.64, 25.52' Lt SSP 29067B REPAIR LANDSCAPING 1 SY STA:14+00.00, 24.63' Rt TO STA:14+00.91 , 24.67' Rt 0 6 SY STA:16+14.33, 25.92' Rt TO STA:16+29.25, 24.59' Rt X 8 SY STA:16+49.21, 24.53' Rt TO STA:16+74.16, 24.58' Rt N t� 4 SY STA:17+08.33, 24.63' Rt TO STA:17+14.91 , 28.85 N rl- w w 5 SY STA:17+71 .32, 26.04' Lt TO STA:17+85.33, 25.43' Lt Z Q Q W 7 SY STA:18+22.14, 25.50' Lt TO STA:18+37.30, 29.15' Lt �j _ U 0 5 SY STA:18+74.28, 29.14' Lt TO STA:18+85.69, 25.46' Lt I z W 3 SY STA:19+22.02, 25.48' Lt TO STA:19+32.14, 25.48' Lt 17 SY STA:19+53.64, 25.52' Lt TO STA:19+99.43, 29.13' Lt Co L.L Qp Z Q SSP 29090 TRIM TREE Q J Z 1 EA STA:18+18.01, 33.69' Rt ~ OO N 1 EA STA:18+85.55, 36.94' Rt Q rl- SSP 29093 REMOVE TREE 6"+ w 0 1 EA STA:14+31 .07, 18.66' Rt _ F_ 1 EA STA:15+09.71, 23.27' Rt U 0 1 EA STA:16+58.85, 22.37' Rt �WEF,1DIAN;7-w 0 z m w c6 J FILE: 07-24-122_C-20X Plans Are Accepted For Public JUB PROJ.#:07 24 122 J ca Uj Street C >, z Stru_y�on DRAWN BY: JA m w on A ((���i 1 , c? DESIGN BY: JA a o B stamping and signing the i Engineer ensures the District that the plans conform to all Distr� CHECKED BY: E I y P g l8 g improvement plans,the Registered ONE INCH policies and standards. Variances or waivers must be specifically AT FULL SIZE, IF NOT ONE PINCH,ly approved by the District in writiing. Acceptance of SCALE ACCORDINGLY °� N andrevious p p y does not relieve the LAST UPDATED: 12/11/2025 the improvement inns b the District Registered Engineer of these responsibilities. SHEET NUMBER: a � SteveO'Brien 0 T01/20/2026 By , 1 DATE' 12/1/2025 Cz LDIR-2025-0021 ADA COUNrY HIGHWAY DISTRICT C-206 o � o � 7 -1 i N r I I I \ \ A 1 10 I I CJ-U-B BSW 3 MATCH EXISTING STA:2+54.67 0� CURB & GUTTER I OFF:16.46'L I II I TBC J-U-B ENGINEERS, INC. STA:2+54.68 STA:2+54.67 STA:2+49.68 OFF:9.46'L OFF:16.44'L , OFF:15.10 R r U ELEV: 2589.62 STA:2+54.80 I TBC z J BSW OFF: R 1:t co BSW : . Cfl I coSTA:2+29.42 OFF:15.03'R .2O Mti E00OFF:32.91'L STA:2+48.84 4 W p o OFF:21 .45'L ELEV: 2589.96 LU qt 0 Cl? U STA:2+8579 BSW I I BSW Z X (D 00 OFF:40.16'L STA:2+44.66 2� �' STA:2+49.46 W co OFF:26.92'L PT/TBC OFF:20.03 R Z BSW BSW STA:2+38.68 I BSW BSW W p a STA:2+22.93 STA:2+37.45 OFF:16.41'L STA:2+44.41 STA:2+19.09 m CD 2t OFF:44.74'L OFF:26.93'L Q I I I OFF:25.43'R OFF:51 .48'R N TBC i BSW TBC STA:2+17.94 , STA:2+04.04 OFF:44.50'L I I 4 STA:2+37.85 STA:2+13.59 OFF:150.631 ELEV: 2589.90 STA:2+38.67 OFF:25.43'R OFF:48.54'R �, OFF:14.41'L I ELEV: 2590.14 �SS�ONAL FN�� TBC ELEV: 2589.42 �`Lh Mi TBC Mir _ o� ENS STA:2+17.55 _ 4 4 4' C' PC/TBC 0 STA:2+14.08 STA:2+05.17 �� OFF:49.49'L I STA:2+39.481 OFF:53.59'R OFF:147.99'L LS ,g1 OFF:14.38'R� 4' BSW �9r o � n pO STA:2+19.07 qj. F of � Q� Ls OFF:64.88'R `o O O O 12/15/2025 MATCH EXISTING P/IMATCH EXISTING LS CURB & GUTTER I SIDEWALK w MATCH EXISTING z w Q STA:2+26.17 w z J °° o STA:2+10.57 OFF:18.28'L I CURB & GUTTER = 2 co U CDaz �- OFF:48.95'L ELEV: 2589.44 I STA:2+14.61 >- w O w o a ss o Cn I OFF:28.52'R STA:2+07.08 a = z m w a O in - _ _ � ELEV: 2589.69 STA:2+12.63 PT/TBC OFF:53.58'R }Q E o m PC/TBC s N I OFF:34.58'R STA:2+14.11 0 Ui 3 X MATCH EXISTING SIDEWALK - - I STA:2+07.08 ELEV: 2589.70 OFF:39.84'R U, IS z o _ zaIFina STA:2+18.68 MATCH EXISTING STA:2+10.57 I OFF:7.40'R z < t Z W z W CARLTON AVE OFF:34.87'L ss' VALLEY GUTTER OFF:9.35'L I z MATCH EXISTING o i c m w � O a O 0 VALLEY GUTTER o Z w o } > z - WD� - D�- - W - - - - - - - - W- - - - - = � U - w O - - - - - - W -II W - - - - - W- - - - - W - - - w0H � c n i - - - - - W- - - - - W I PT/TBC W20 �Z: �- J STA:1+69.41 J = o OFF:21 .13'R a `-' w� �Io� w z � o MATCH EXISTING Q w L ° STA:1+71 .66 w �, > o SIDEWALK wwm3: z OFF:17.82R -, Un � wa I awonY Tofzp U) 0JUJOf = z0 STA:12+51.52 1 1 I I MATCH EXISTING � o � a � o OFF:16.541 I I CURB & GUTTER PC/TBC R3 Riw Riw R/W BSW I TBC STA:1+53.34 S STA:12+52.30 MATCH EXISTING N I STA:12+60.89 I OFF:15.25'R OFF:21 .541 CURB & GUTTER I� STA:12+60.90 OFF:17.57'R OFF:13.57'R I I BSW BSW / w I d STA:1+65.01 STA:12+48.18 4' STA:12+51 .55 f" X OFF:25.41'L OFF:12.54'L i I OFF:26.40'R N 3 I BSW BSW I I STA:12+50.79 I STA:1+47.82 N O O / I I OFF:20.55'R rl- -� O II OFF:22.73'R w BSW Y �TBCSTA:1+47.81w O MATCH EXISTING w STA:12+40.21 STA:1+47.82 QOFF:11 .26R z SIDEWALK J`P OFF:25.51'L Q : . _ z � a w / R - N 7TH ST AND W CARLTON AVENUE INTERSECTION DETAIL W w I BSW 1 H 0 STA:12+ BSW 4' 3 STA:12+46.97 SCALE: 1" : 20' J 2 Co L.L Z z o o OFF:27.05'R LEGEND Q p o OFF:21 .31'L � Y 3 STA:12+36.71 / Z PC/TBC �: IDI, a STA:12+43.15 O J OFF.12.47 L OFF:17.72'R SIDEWALK Q G MATCH EXISTING 't c� N CURB & GUTTER II d CONCRETE REPAIR Q N TBC / II /R�$ �Q J w 7 STA:12+36.66 / ASPHALT REPAIR STA:12+36.03 Ir OFF:16.47'L OFF:13.99'R / Z / MATCH EXISTING SIDEWLAK GAVEL REPAIR o / // STA:12+31.69 TBC Steve O'Brien 07 / I OFF:18.50'R / y olreoreo2s LANDSCAPE REPAIR o MATCH EXISTING / STA:12+34.07 F I / CURB & GUTTER OFF:21.56'R / LDIR-2025-0021 Z Q -i // / Q/ W W W W . . . SOD REPAIR FILE: 07 24 122_C 20X Plans Are Accepted For Public JUB PROJ.#:07 24 122 oy / / o o DRAWN BY: JA Ca � �/ cFpq / Street Construction 9.5/o (10.0/o MAX) DESIGN BY: JA R 0 0 i/ By VV stamping and signing the improvement plans,the Registered CHECKED BY: CJF Engineer ensures the District that the plans conform to all District 0§> 7.5% 8.33% MAX) ONE INCH policies and standards. variances or waivers must be specifically AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY and Previously approved by the Distrld in writing. Acceptance of LAST UPDATED: 12/11/2025 LO y / the improvement plans by the District does not relieve the o 0 N Registered Engineer of these responsibilities. 1 .5/o (2.0 /o MAX) SHEET NUMBER: T N 7TH ST AND W CEDARBURG DR N -0 2 SCALE: 1" : 5' 9Y c DATE• 12/17/2025 U ADA COON HIGHWAY DISTRICT C-207 o � d 0 1 CJUB J-U-B ENGINEERS, INC. 3 0 U z J N co M O ch 0 2 I w o 3 o w .L pap tiv � } z X � fn w � N •� V W Z o WORK AREA • • WORK AREA z (n • • co C .O j N • • I O • • N o p • • � CD I 100' • I • • 100' 1 100, • • • o�`�SS\O�NSFNc�'yF • • • • c^� • • • • 3 2 1 �9rF \oP�o 4v TUBULAR MARKERS q�j of • Lu O • SPACED 10' O.C. TYP. m I— — — — 12/15/2025 U • ° • W CARLTON AVE • ~ z Z Z w w O O a Zwm Q Lu U • _ � nc) z J } 3 � az � � • pp w • 100, 100 LU • . • . . . o � W m x Q • Q z WORK AREA . . }z< °}° rXL • 00 Q I 3 • • 100, Co U O Lu � � z2 } a 2 • • • ga �omw � O H Z 2 LU a � ww � z0 to • • • 0z = 8 w O w OU 1 co) m z m m WORK AREA • w p • _ • = o 0 U) Iz w • ~ • aE � � ° o Z �' • z • Q a WORK AREA • > w > of o O w • z wW �- zuY H . ¢ itOco Ix wSQ • p w Z • • I 2 0 00 = a � w � H = z0 O • � O U) Q U) 0 • U) L • Z) 1 0 0 3 0 o TUBULAR MARKERS • SPACED 10' OC o INTERSECTION DETAIL - W CARLTON AVE X � 2 M TUBULAR MARKER SCALE: N.T.S. z N SPACED 10' OC 2 i N b 100, _ � O 0 3 � z W Q � o z z — O W CD1 0 LU U 1 J LL z Co LL Q J Q O W CHERRY LN J F_ °C SHOULDER CLOSURE DETAIL Q c) r 1 TUBULAR MARKERS O SCALE: N.T.S. SPACED 10' O.C. TYP. Q N n O J W 0 • • Ir d Q 1 ROAD 100' • s W SHOULDER • 2 WORK • > • z • T J WORK • a J AHEAD WORK AREA WORK AREA FILE: 07 24 122_C 300X cc END IHA Iti DRAWN BY: JA z o O ROAD WORK • • • DESIGN BY: JA z • CHECKED BY: CJF a U • ONE INCH � oo • a N W 7th St N W 7th t FULL SIZE, NOT ONE r�i 'v J • INCH.SCALE ACCORDINGLY Lo N N LAST UPDATED: 12/11/2025 Lo N N O1 O2 O3 • SHEET NUMBER: r � r co W20-1 W21-5 G20-2 INTERSECTION DETAIL - W CHERRY LN C-301 36"X36" 36"X36" 36"X18„ co SCALE: N.T.S. a 0 PEDESTRIAN TRAFFIC CONTROL NOTES C 1 . PEDESTRIAN TEMPORARY TRAFFIC CONTROL PLAN SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL SUBMIT TRAFFIC J-U-B ENGINEERS, INC. CONTROL PLAN TO ENGINEER FOR REVIEW. ALLOW UP TO 14 DAYS FOR ENGINEER REVIEW. 2. A CONTINUOUS ROUTE FOR ALL PEDESTRIANS, INCLUDING THE DISABLED, SHALL BE MAINTAINED AT ALL TIMES. WHEN r U EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED IN A TCC ZONE, THE TEMPORARY FACILITIES z J N SHALL BE DETECTABLE AND INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURE PRESENT IN THE EXISTING � o co PEDESTRIAN FACILITIES. O co ti 3. WHEN CROSSWALKS, SIDEWALKS, OR OTHER PEDESTRIAN FACILITIES ARE BLOCKED, CLOSED OR RELOCATED, TEMPORARY U) O 00 E LLI " p � o 11- 0 FACILITIES SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING W U 't 0 cr? -6 PEDESTRIAN FACILITIES. O z X CO =3 4. TEMPORARY ROUTES AND TRAFFIC CONTROL DEVICES FOR PEDESTRIAN FLOW MUST MEET ACCESSIBILITY REQUIREMENTS (� W � N FOR PERMANENT FACILITIES AND SHALL BE INSTALLED PER THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT z Cn OF 1990 (ADA), MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND ACHD STANDARD TRAFFIC CONTROL DETAILS. O CDW �� � 5. THE TEMPORARY PEDESTRIAN ACCESS ROUTE WIDTH SHALL BE 48" MIN., 60" OR WIDER PREFERRED. m C a 6. DIRECT CONFLICTS BETWEEN PEDESTRIAN AND VEHICULAR TRAFFIC, WORK VEHICLES, OR OTHER WORK ACTIVITIES MUST BE ~ REDUCED WITH PROTECTIVE BARRIERS OR CONTINUOUS HIGH CONTRACT FENCING (MIN. 36" HIGH WITH A 6" HIGH TOE SIDEWALK CLOSED j N BOARD). SEE MUTCD 6F.74 AND 6D.02 FOR ADDITIONAL DETAILS. SIDEWALK AHEAD 7. SEE ACHD STANDARD DETAIL NO. TC-203A FOR DETAILS REGARDING TEMPORARY CURB RAMPS. CLOSED CROSS HERE DETOUR 8. SEE ACHD STANDARD DETAIL NO. TC-203B FOR DETAILS REGARDING LONGITUDINAL CHANNELIZERS. 9. IF REQUIRED FOR PEDESTRIAN TRAFFIC CONTROL, TYPE II BARRICADES SHALL HAVE TYPE A FLASHERS IF CONDITIONS fib DICTATE THE PEDESTRIAN DETOUR ROUTE REMAIN IN EFFECT AT NIGHT. R9-9 R9-11 ENs 10. TEMPORARY TRUNCATED DOMES SHALL BE INSTALLED WHEN THERE IS A RECEIVING PEDESTRIAN RAMP ON THE OPPOSITE 24"X12" (R&L) 14 SIDE OF THE ROAD FROM WHERE CONSTRUCTION IS TAKING PLACE. 24"X18" 11 . TRAFFIC CONTROL DEVICES USED FOR PEDESTRIAN TRAFFIC CONTROL OR DETOUR WILL BE PAID UNDER THEIR RESPECTIVE M B Mrs !moo BID ITEMS WHEN APPLICABLE. INITIAL INSTALLATION AND FINAL REMOVAL OF EACH DEVICE SHALL BE INCLUDED IN THE BID 30,4-9 X24„ �f• E of �o �► ITEM; RELOCATION OF EACH DEVICE TO ANOTHER LOCATION SHALL BE PAID UNDER TRAFFIC CONTROL MAINTENANCE. C. ADDITIONAL MATERIALS, LABOR AND EQUIPMENT NEEDED TO COMPLETE AND MAINTAIN THE APPROVED PEDESTRIAN DETOUR 12/15/2025 WILL BE MEASURED AND PAID FOR BY FORCE ACCOUNT IN ACCORDANCE WITH SP 11551 - PEDESTRIAN TEMPORARY TRAFFIC CONTROL. 12. TAPER LENGTH SHALL BE DETERMINED BY THE FOLLOWING: o 40 MPH OR LESS: L=WS2/60 a z w m W W J 45 MPH OR MORE: L=WS O Q z 13. CANALIZING DEVICES SHALL BE SPACED 25' IN TAPERS, AND 50' IN TANGENTS. r co o w o a = z00W O H W J � }z � � c'i) � a � ma 0 (6 3: X W rn ~ 06 "-z c9 < � mp Q � 1;lfcaiLZW mW � OQw � Op w0H ' O � Nu " Owm woo OH � � H � � o � O Z � u Is = � �3 � 2 � > m wm3: Q Q WO (nY = OfzZ) (n 0� J W of SEE NOTE 6 m = = z 0 Qof J � � � 0co < co z I J 4 1 Z Q 0 WORK AREA 0- 3 J N 10 MIN 1 3 WORK AREA 2 � N 4 Z N E = cm)w � z W a 0 z LD o w 0 = L/3 z m LL Q } B= z 0 Q J 0- Q — w 3�: U N Q Z S Q O L cn 3 J U ui cn 3 3 W z LEGENDLu Q 0 W o WORK AREA z tz W N J Q U FILE: 07-24-122 C-30OX JUB PROJ.#:0 -2 - 22 TEMPORARY PEDESTRIAN RAMP z DRAWN BY: JA m W 0 c? DESIGN BY: JA o O CHECKED BY: CJF 2 m �— ADVANCED WARNING/DETOUR SIGN i ONE INCH a ? AT FULL SIZE, IF NOT ONE rn Lo o - - TYPICAL SIDEWALK BYPASS TYPICAL SIDEWALK DETOUR DETAIL LAST UPDATED: 12/11/2025 BARRICADE TYPE II N N r SCALE: N.T.S. SCALE: N.T.S. SHEET NUMBER: N -0 cz O DRUMS/CHANNELIZER o � C-302 � o Exhibit D "General Decision Number: ID20260090 01/02/2026 Superseded General Decision Number: ID20250090 State: Idaho Construction Type: Highway County: Ada County in Idaho. HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 01/02/2026 ENGI0302-034 01/01/2025 Rates Fringes POWER EQUIPMENT OPERATOR: Bulldozer GROUP 8. . . . . . . . . . . . . . . . . . . .$ 37.58 16.10 ---------------------------------------------------------------- LAB00238-035 06/01/2019 Rates Fringes LABORER: Pipelayer. . . . . . . . . . . . . .$ 28.48 13.00 Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00 BASE POINTS: Pasco Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office ---------------------------------------------------------------- SUID2013-018 06/17/2013 Rates Fringes CARPENTER (Form Work Only). . . . . . .$ 26.24 9.48 CARPENTER, Excludes Form Work. . . .$ 23.92 9.75 CEMENT MASON/CONCRETE FINISHER. . .$ 16.00 5.41 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 26.97 12.10 HIGHWAY/PARKING LOT STRIPING: Painter. . . . . . . . . . . . . . . . . . . . . . . . .$ 25.47 9.52 LABORER: Asphalt, Includes Raker, Shoveler, Spreader and Distributor. . . . . . . . . . . . . . . . . . . . . .$ 21.57 8.61 LABORER: Common or General. . . . . .$ 17.31 4.66 LABORER: Grade Checker. . . . . . . . . .$ 15.95 3.86 LABORER: Mason Tender - Cement/Concrete. . . . . . . . . . . . . . . . . .$ 15.50 5.41 OPERATOR: Backhoe/Excavator/Trackhoe. . . . . . .$ 20.82 5.88 OPERATOR: Bobcat/Skid Steer/Skid Loader. . . . . . . . . . . . . . . .$ 21.15 8.20 OPERATOR: Broom/Sweeper. . . . . . . . .$ 19.58 6.87 OPERATOR: Crane. . . . . . . . . . . . . . . . .$ 23.34 9.45 OPERATOR: Forklift. . . . . . . . . . . . . .$ 23.13 9.17 OPERATOR: Grader/Blade. . . . . . . . . .$ 22.36 6.26 OPERATOR: Loader. . . . . . . . . . . . . . . .$ 23.45 6.62 OPERATOR: Mechanic. . . . . . . . . . . . . .$ 23.55 8.54 OPERATOR: Oiler. . . . . . . . . . . . . . . . .$ 22.51 5.83 OPERATOR: Paver (Asphalt, Aggregate, and Concrete). . . . . . . . .$ 20.46 3.86 OPERATOR: Roller (Subgrade). . . . .$ 19.99 7.99 OPERATOR: Roller. . . . . . . . . . . . . . . .$ 19.94 6.46 OPERATOR: Rotomill. . . . . . . . . . . . . .$ 28.05 10.00 OPERATOR: Screed. . . . . . . . . . . . . . . .$ 20.52 6.77 TRAFFIC CONTROL: Flagger. . . . . . .$ 14.02 4.66 TRAFFIC CONTROL: Laborer-Cones/ Barricades/Barrels - Setter/Mover/Sweeper. . . . . . . . . . . . .$ 16.17 4.66 TRUCK DRIVER: Dump Truck. . . . . . . .$ 20.56 10.35 TRUCK DRIVER: Lowboy Truck. . . . . .$ 26.61 13.21 TRUCK DRIVER: Oil Distributor Truck. . . . . . . . . . . . . . . .$ 23.93 11.27 TRUCK DRIVER: Water Truck. . . . . . .$ 22.33 9.40 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Note: Executive Order (ED) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts. Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)). ---------------------------------------------------------------- The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate. Union Rate Identifiers A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate. Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification. Union Average Rate Identifiers The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE: UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio. The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate. A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based. Survey Rate Identifiers The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1). State Adopted Rate Identifiers The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted. ----------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1) Has there been an initial decision in the matter? This can be: a) a survey underlying a wage determination b) an existing published wage determination c) an initial WHD letter setting forth a position on a wage determination matter d) an initial conformance (additional classification and rate) determination On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to: Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations. Requests can be submitted via email to BCWD-Office@dol.gov or by mail to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210. ---------------------------------------------------------------- ---------------------------------------------------------------- END OF GENERAL DECISION Exhibit E CiWE ID� Community Development Block Grant(CDBG) Program Meridian CDBG Supplemental General Conditions Meridian CDBG Supplemental General Conditions These Supplemental General Conditions are to be part of City of Meridian Community Development Block Grant funded construction projects. They apply to Contractors and Subcontractors and must be included in contracts. CONTENTS Preconstruction Conference...............................................................................................................................................................2 Reportsand Information.....................................................................................................................................................................2 Conflictof Interest ...............................................................................................................................................................................2 Suspensionand Disbarment..................................................................................................................................................................2 Accessto Records..................................................................................................................................................................................2 Women and Minority Business Enterprise..........................................................................................................................................2 Insurance during Construction.............................................................................................................................................................3 Property or Builder's Risk Insurance...................................................................................................................................................3 Data, Patent, and Copyright................................................................................................................................................................3 Executive Order 11246: Equal Employment Opportunity..................................................................................................................3 Waste, Fraud,Abuse,and Whistleblower Protections..........................................................................................................................5 Certification of Nonsegregated Facilities............................................................................................................................................5 ContractPricing....................................................................................................................................................................................5 Standard Environmental Mitigation Measures................................................................................................................................6 CleanAir and Water Act.......................................................................................................................................................................6 HUDSection 3 .......................................................................................................................................................................................6 BuildAmerica Buy America (BABA)Act.................................................................................................................................................7 ArchitecturalBarrier Act.....................................................................................................................................................................7 LeadBased Paint..................................................................................................................................................................................7 HUDForm 4010.....................................................................................................................................................................................7 For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. CiWE ID� Community Development Block Grant(CDBG) Program Meridian CDBG Supplemental General Conditions Preconstruction Conference After the contract(s) have been awarded but before the start of construction, a conference will be held for the purpose of discussing requirements on such matters as project supervision, progress schedule and reports, payrolls, payment to contractors, contract change order, insurance, safety and other items pertinent to the project. The contractor shall arrange to have all subcontractors and supervisory personnel connected with the project on hand to meet with representatives of the engineer and owner to discuss any problems anticipated. Reports and Information The contractor, at such times and in such forms as the City may require, shall furnish the City such periodic reports as requested pertaining to the work or services undertaken pursuant to this contract, the costs and obligations incurred or to be incurred in connection therewith, and any other matters covered by this contract. Conflict of Interest No member, officer, or employees of the grantee, or its designees or agents, no members of the grantee's governing body and no other public official of the grantee who exercises any functions or responsibilities with respect to this contract during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in work to be performed in connection with this contract. All contractors shall incorporate, or cause to be incorporated, in all subcontracts, a provision prohibiting such interest. Suspension and Disbarment CDBG funds cannot be used to pay for goods or services from contractors or subcontractors that have been disbarred or suspended. Contractors are responsible for ensuring they or their subcontractors have not been disbarred or suspended according to the System for Award Management (SAM). CONTRACTORS MUST REGISTER WITH SAM.GOV PRIOR TO SUBMITTING THEIR BID. Access to Records The grantee,the federal grantor agency,the Comptroller General of the United States,the City of Meridian,or any of their duly authorized representatives,shall have access to any books,documents, papers,and records of the contractor which are directly pertinent to this specific contract,for the purpose of making audit,examination, excerpts,and transcriptions.All required records must be maintained by the contractor for three (3)years after grantee makes final payments and all other pending matters are closed.(24 CFR Part 85.36(i)(I 0)) Women and Minority Business Enterprise Affirmative steps will be taken to assure that minority businesses, women's business enterprises, and labor surplus area firms are used when possible as sources of supplies, equipment, construction and services. Affirmative steps must include: 1. Include any such qualified firms on solicitation lists. 2. Assure that such firms are solicited whenever they are potential sources. 3. When economically feasible, divide total requirements into small tasks or quantities so as to permit such firms maximum participation. 4. Where possible, establish delivery schedules which will encourage such participation. For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. �E IDIAN - Community Development Block Grant(CDBG) Program innHo Meridian CDBG Supplemental General Conditions 5. Use the services and assistance of the Small Business Administration, Minority Business Development Agency of the Department of Commerce, Idaho Transportation Department's Disadvantage Business Enterprise Program, and other sources when appropriate. (2 CFR 200.321) Insurance during Construction The contractor shall have in effect without interruption from the date of construction commencement until final payment is made and the Project is closed-out pursuant to the terms of this Contract, the following types of insurance. Further, the contractor warrants such insurance coverage shall be written on an "occurrence" basis and will be obtained with the following minimum liability limits: 1. Workers' Compensation Insurance and Employer's Liability Insurance: (1) State Statutory Limits (2) Employer's Liability $100,000 per accident $500,000 Disease; Policy Limit $100,000 Disease; Each Employee 2. Comprehensive or Commercial General Liability Insurance which shall be endorsed to name the City as an additional insured. It shall include premises operation, owners and contractor's protective liability, products and completed operations liability, personal injury liability including employee acts, broad form property damage liability and blanket contractual liability,with no exclusion for explosion (X), collapse (C) and underground (U) hazards: $1,000,000 Each Occurrence $1,000,000 Personal Injury $2,000,000 Products/Completed Operations to be maintained for two (2)years following final payment $2,000,000 General Aggregate 3. Automobile Liability Insurance which shall be endorsed to name the City of Meridian as an additional insured. It shall include for bodily injury and property damage: $1,000,000 Combined Single Limit. Property or Builder's Risk Insurance If required by the City,the contractor shall have in effect Property or Builder's Risk Insurance.The Property or Builder's Risk Insurance shall include coverage for all direct physical loss, also known as "Special Causes of Loss" in an amount equal to one-hundred percent (100%) of the estimated maximum value of the Project upon completion with the broadest form of"all risk" coverage possible. Data, Patent, and Copyright The contractor shall hold and save the City and its officers,agents,servants and employees harmless from liability of any nature or kind,including cost and expenses for,or on account of, any patented or unpatented invention, process,article or appliance manufactured or used in the performance of the contract,including its use by the City, unless otherwise specifically stipulated in the contract documents. Executive Order 11246: Equal Employment Opportunity During the performance of this contract,the contractor agrees as follows: 1. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion,sex,or national origin.The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during their employment without regard to their race, For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. CiWE ID� Community Development Block Grant(CDBG) Program Meridian CDBG Supplemental General Conditions color, religion,sex, or national origin.Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination;rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places,available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor,state that all qualified applicants will receive considerations for employment without regard to race,color, religion,sex,or national origin. 3. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding,a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section,and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 6. In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or part and the contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7. The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States. 8. The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, that if the applicant so participating is a State or local government,the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract. For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. CiWE ID� Community Development Block Grant(CDBG) Program Meridian CDBG Supplemental General Conditions 9. The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance. 10. The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings. Waste, Fraud, Abuse, and Whistleblower Protections Any person who becomes aware of the existence or apparent existence of fraud,waste or abuse of any HUD award must report such incidents to both the HUD official responsible for the award and to HUD's Office of Inspector General (OIG). HUD OIG is available to receive allegations of fraud, waste, and abuse related to HUD programs via its hotline number(1-800-347-3735) and its online hotline form.You must comply with 41 U.S.C. § 4712, which includes informing your employees in writing of their rights and remedies, in the predominant native language of the workforce. Under 41 U.S.C. §4712, employees of a government contractor,subcontractor, grantee, and subgrantee—as well as a personal services contractor—who make a protected disclosure about a Federal grant or contract cannot be discharged, demoted, or otherwise discriminated against as long as they reasonably believe the information they disclose is evidence of: 1. Gross mismanagement of a Federal contract or grant; 2.Waste of Federal funds; 3.Abuse of authority relating to a Federal contract or grant; 4. Substantial and specific danger to public health and safety; or 5.Violations of law, rule, or regulation related to a Federal contract or grant. Certification of Nonsegregated Facilities For contracts over$10,000, contractors must ensure they do not maintain segregated facilities for employees, defined as spaces separated by race, color, religion, or national origin (e.g., restrooms, dining areas).Any violation breaches the Equal Opportunity Clause, and contractors must secure similar certifications from applicable subcontractors for subcontracts exceeding$10,000. Contract Pricing The cost plus a percentage of cost and percentage of construction cost method of contracting shall not be used. This clause overrides all references to the cost-plus method of pricing. For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. CiWE ID� Community Development Block Grant(CDBG) Program Meridian CDBG Supplemental General Conditions Standard Environmental Mitigation Measures 1. The construction contractors must comply with the Rules for the Control of Air Pollution in Idaho, IDAPA 58.01.01.651, by implementing precautions to prevent particulate matter from becoming airborne. 2. If any items of suspected historical or archaeological value are uncovered during construction,the contractor will be required to stop work and contact the Idaho State Historic Preservation Office and the Idaho Department of Commerce. 3. The collection and disposal of storm and surface water runoff from the project site must comply with the Idaho Department of Environmental Quality's (DEQ) Catalog of Storm Water Best Management Practices for design of all storm water treatment and disposal systems. 4. The contractor shall comply with the provisions of the Environmental Protection Agency's Idaho Pollutant Discharge Elimination System (IPDES) General Permit for Storm Water Discharge from Construction Activities and the Construction Storm Water Pollution Prevention Plan (SWPPP). 5. If during the construction of the project, an underground storage tank, buried drum, other containers, contaminated soil, or debris not scheduled for removal under the contract are discovered, the Contractor shall immediately notify the Engineer and the City. No attempt shall be made to excavate, open, or remove such material without written approval. Clean Air and Water Act For all contracts and subcontracts exceeding $100,000,the contractor and all subcontractors shall comply with the requirements of the Clean Air Act, as amended, 42 USC 1857 et seq., the Federal Water Pollution Control Act, as amended, 33 USC 1368 et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR 15, as amended. 1. Any building, facility or site listed on the EPA List of Violating Facilities as of this contract may not be used in the performance of this contract. 2. The contractor will comply with all the requirements of Section 114 of the Air Act and Section 308 of the Water Act relating to inspection, monitoring, entry, reports and information, as well as other requirements specified in Sections 114 and 308 of the respective Acts, and all regulations and guidelines issued thereunder. 3. Prior to signing this contract, the contractor shall notify the grantee of any communication from EPA indicating that a facility to be used in the performance of this contract is under consideration to be listed on the EPA List of Violating Facilities. 4. The contractor shall include or cause to be included these four (4) provisions in every subcontract in excess of$100,000 and take such action as the government may direct as a means of enforcing such provisions. HUD Section 3 If funding from all sources for this project exceeds $200,000 of HUD housing and community development financial assistance to the project (or$100,000 of Lead Hazard or Healthy Homes funding),the parties to this contract will comply with the regulations set forth in 24 CFR Part 75 and all applicable rules and orders of the department issued thereunder. Section 3 requires that to the greatest extent feasible, opportunities for training and employment be given to lower income residents of the project area and contracts for work in For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. CiWE ID� Community Development Block Grant(CDBG) Program Meridian CDBG Supplemental General Conditions connection with the project be awarded to business concerns which are located in, or owned in substantial part by persons residing in the area of the project. The parties to this contract certify and agree that they are under no contractual or other disability that would prevent them from complying with these requirements. The contractor will include the Section 3 requirements in every subcontract in connection with the project. Failure to fulfill these requirements shall subject the contractor and subcontractors, its successors, and assigns to those sanctions specified by the grant agreement through which federal assistance is provided, and to such sanctions as are specified by 24 CFR Part 75.19. For more information please visit the Section 3 webpage on the HUD Exchange. Build America Buy America (BABA) Act Per 41 USC 8301, projects with iron, steel, manufactured products, and construction materials with total federal assistance of$250,000 or greater must purchase domestic materials.A waiver may be requested if(1) a waiver is in the public interest, (2)the types of iron, steel, manufactured products, or construction materials are not produced in the United States in sufficient and reasonably available quantities or satisfactory quality, or(3)the application of the domestic content preference would increase the cost of the overall project by more than 25 percent.This requirement is effective for iron and steel included in projects that are awarded after November 15, 2022 and will be effective for all other materials included in projects awarded after September 30, 2024. Architectural Barrier Act Any building designed,constructed or altered must be made accessibleto people with disabilities. Exceptions include (1) alterations where access cannot be provided, i.e.roofs, heating systems,water and sewer systems; (2) alterations are not structurally feasible;or (3) where Uniform Federal Accessibility Standards(UFAS) or Americans with Disabilities Act (ADA) requirements cannot be met according to undue hardship criteria.(42 USC 4151 et seq., 24 CFR Part 40 (UFAS), 24 CFR Part 8) Lead Based Paint For all residential new construction or rehabilitation, use of lead-based paint on any interior surface,whether accessible or inaccessible, and exterior surfaces readily accessible to children under seven (7) years of age is prohibited. The surfaces of all existing structures must be inspected. If lead based paint is found on any interior surfaces or accessible surfaces, it must be treated and repainted with two (2) coats of nonlead paint; or completely removed;or covered with a suitable material such as gypsum wallboard,plywood or plaster.(42 USC 4801 et seq., 24 CFR Part 35) HUD Form 4010 The full document is provided below, including the following: • Davis-Bacon and Related Acts— please note that if construction does not start within 180 days of the bid opening an updated wage determination must be adhered to, even if this increases the cost of the project. • Copeland "Anti-Kickback" Act • Contract Work Hours and Safety Standards Act,Sections 103 and 107 For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. Exhibit F WE RI Community Development Block Grant(CDBG) Program Certification of Non-Segregated Facilities Contact Project Name: Email: Contractor/Bidder Contact Name: Phone: For contracts in excess of$10,000,the contractor certifies that he/she does not maintain or provide for his/her employees any segregated facility at any of his/her establishments, and that he/she does not permit employees to perform their services at any location, under his/her control,where segregated facilities are maintained. He/she certifies further that he/she will not maintain or provide for employees any segregated facilities at any of his/her establishments, and he/she will not permit employees to perform their services at any location under his/her control where segregated facilities are maintained. The bidder, offeror, applicant or subcontractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause of this contract.As used in this certification,the term "segregated facilities" means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas,time clocks, locker rooms, and other storage or dressing areas, transportation and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, or national origin, because of habit, local custom, or otherwise. She/he further agrees that(except where she/he has obtained identical certifications from proposed subcontractors for specific time periods) she/he will obtain identical certification from proposed subcontractors prior to the award of subcontracts exceeding$10,000 which are not exempt from the provisions of the Equal Opportunity Clause; that she/he will forward the following notice to such proposed subcontractors (except where proposed subcontractors have submitted identical certifications for specific time periods). *Parking lots, drinking fountains, recreation or entertainment areas. Name Title Signature Date For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. Exhibit G WE RI Community Development Block Grant(CDBG) Program Meridian CDBG Payroll Overview Project Number Project Name Company Name ❑ Prime Contractor Subcontractor Payroll Clerk Phone/Email Wage Decision # MOD# Complete the table for each job classification to be used throughout the project using the approved wage decision. If a specific classification is missing, contact the CDBG Administrator for assistance. Job Class Basic Hourly Rate Fringe Benefit Rate Check the applicable box: ❑ All fringe benefits are paid in cash for all employees. All fringe benefits are paid to a plan for all employees.* Fringe benefits are paid part in cash and part to a plan for all employees.* *If Fringe benefits are paid in whole or part to a plan, attach a copy of the: • Letter from U.S. Department of Labor declaring plan acceptable (if available) or; • Plan(s) and documentation(s) of payment for all funded plans, including but not limited to the Health Insurance Plan, Retirement Plan, Liability Insurance, and Disability Insurance. I certify the information provided is true and correct to the best of my knowledge. Name Title Signature Date For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. Exhibit H �E IDIAN Community Development Block Grant(CDBG) Program Meridian CDBG Payroll Signature Authorization Certificate from Contractor Appointing Officer or Employee to Supervise Payment of Employees Project Number Project Name Company Name Prime Contractor ❑ Subcontractor Appointed Pay Supervisor(name) Signature of Appointed Pay Supervisor Beginning Service Date Designated Labor Standards Officer(name) I hereby certify that as the prime contractor/ or subcontractor for the above-named activity/ role in connection with construction of the above-named Project (1) (we) have appointed the above-named individual to supervise the payment of employees and certify the payroll statement of compliance. The appointed pay supervisor possesses full knowledge of the compliance mandates set forth in the payroll documents required by the Copeland "Anti-kickback" Act (TITLE 18, U.S.C., Sec. 874; 40 USC§3145)which he/she will execute with (my) (our) full authority and approval until such time as (1) (we) submit to the designated Labor Standards Officer a new certificate appointing some other person to supervise employee pay. The authorized officer of a corporation or partnership must execute this certificate prior to the first payroll and submit it therewith. Any change of appointee requires a new certificate to accompany the first payroll for which the new appointee executes a statement of compliance required by the Copeland "Anti-kickback" Act. Company owner hereby acknowledges that signing this certification in no way signifies relinquishment of full responsibility for compliance with applicable Davis-Bacon Act (DBA) and related labor laws. Authorized Officer Name Title Signature Date For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. Exhibit I WE RI Community Development Block Grant(CDBG) Program Prime Contractor Certification Concerning Federal Labor Standards (Davis Bacon) Project No. Project Name Prime Contractor Address UEI No. Tax ID No. Woman-Owned Business yes F—Ino Minority-Owned Business yes no The undersigned prime contractor, having executed a contract with in the amount of$ for the construction of the above-identified project, certifies that: 1.The Federal Labor Standards Provisions (e.g. Davis-Bacon Act, Copeland Act, Contract Work Hours and Safety Standards Act) and Prevailing Wage Decision(s) are included in the project's contract documents. 2.All laborers and mechanics employed on the project will be paid according to the appropriate wage listed below: Wage Decision# MOD# 3.Corrections of any infractions of the Federal Labor Standards Provisions, including infractions by any subcontractors and any lower-tier subcontractors, is this contractor's responsibility. 4.Neither this contractor, any subcontractor, nor any affiliates, have been declared ineligible to participate in federally funded construction projects. S.Contractor agrees to obtain and forward all Subcontractors' Certification concerning Federal Labor Standards Provisions and Prevailing Wage requirements to the Local Government or Local Government's representative within ten (10) days after execution of any subcontract. Name Title Signature Date For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. �E IDIAN Community Development Block Grant(CDBG) Program Subcontractor Certification Concerning Federal Labor Standards (Davis Bacon) Project No. Project Name Subcontractor Address UEI No. Tax ID No. Woman-Owned Business yes F—Ino Minority-Owned Business yes no The undersigned subcontractor, having executed a contract with Prime Contractor for in the amount of$ Nature of Work for the construction of the above-identified project, certifies that: 1.The Federal Labor Standards Provisions (e.g. Davis-Bacon Act, Copeland Act, Contract Work Hours and Safety Standards Act) and Prevailing Wage Decision(s) are included in the project's contract documents. 2.All laborers and mechanics employed on the project will be paid according to the appropriate wage listed below: Wage Decision# MOD# 3.Corrections of any infractions of the Federal Labor Standards Provisions, including infractions by any subcontractors and any lower-tier subcontractors, is this contractor's responsibility. 4.Neither this contractor, any subcontractor, nor any affiliates, have been declared ineligible to participate in federally funded construction projects. S.Contractor agrees to obtain and forward all Subcontractors' Certification concerning Federal Labor Standards Provisions and Prevailing Wage requirements to the Local Government or Local Government's representative within ten (10) days after execution of any subcontract. Name Title Signature Date For questions, contact Meridian's CDBG Program at (208)489-0875 or cdbg@meridiancity.org. EXHIBIT J MILESTONE / PAYMENT SCHEDULE A. Total and complete compensation for this Contract shall not exceed $414,652. MILESTONE DATES/SCHEDULE Milestone 1 Substantial Completion 60 Days From Date of NTP Milestone 2 Final Completion 90 Days From Date of NTP PRICING SCHEDULE Contract includes furnishing all labor, materials, equipment and incidentals as required for CDBG LMA Walkability NW 7th St.-Sidewalk Improvements per ITB BID# ED-2611-6003.178.b NOT-TO-EXCEED AMOUNT.............................................$414,652 Contract is a not to exceed amount. Line item pricing below will be used for invoice verification and any additional increases or decreases in work requested by City. The City will pay the Contractor based on actual quantities of each item of work in accordance with the contract documents. CONTRACT PRICING SCHEDULE [BASE BID] Item Quantity No. Description Required Unit Unit Price Total Cost 1 Removal of Obstructions 1 LS $18,000.00 $18,000.00 2 Excavation 309 CY $79.00 $24,411.00 3 Water Service Connection 10 EA $3,200.00 $32,000.00 4 Standard 3-Inch Rolled Curb & Gutter 209 LF $62.00 $12,958.00 5 Standard 6-Inch Vertical Curb & Gutter 61 LF $61.00 $3,721.00 6 Concrete Valley Gutters 13 LF $63.00 $819.00 7 Concrete Sidewalks, Thickness 5" 881 SY $103.00 $90,743.00 8 Concrete Repair 189 SY $107.00 $20,223.00 CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 13 of 18 Project 6003.178.b 9 Type Arian Ramp W/Detectable Warning Domes, 3 EA $950.00 $2,850.00 10 Crushed Aggregated Base Type 1, 3/4" Minus 131 CY $62.00 $8,122.00 11 Sediment Control 1 LS $850.00 $850.00 12 Inlet Protection 2 EA $170.00 $340.00 13 Construction Traffic Control 1 LS $3,300.00 $3,300.00 14 Thermoplastic Pavement Markings 108 SF $13.00 $1,404.00 15 Relocate Roadside Sign 3 EA $130.00 $390.00 16 Mobilzation 1 LS $130.00 $130.00 17 Pedestrian Traffic Control Plan 5,000 LS $1.00 $5,000.00 18 Contractor Furnished Surveying and Staking 1 LS $1,200.00 $1,200.00 19 Stormwater Management Plan Preparation 1 LS $1,225.00 $1,225.00 & Implementation 20 Asphalt Repair-Arterial & Collector 97 SY $88.00 $8,536.00 21 Remove & Reset Yard Light 1 EA $4,150.00 $4,150.00 22 Sod Repair (Include 4" Topsoil) 382 SY $35.00 $13,370.00 23 Remove and Reset Sprinkler System 1 LS $15,000.00 $15,000.00 24 Repair Landscaping 84 SY $18.00 $1,512.00 CONTRACT PRICING SCHEDULE [BID ADD ALTERNATE NO.1] Item Quantity No. Description Required Unit Unit Price Total Cost 1 Removal of Obstructions 1 LS $12,250.00 $12,250.00 2 Excavation 144 CY $79.00 $11,376.00 3 Relocate Fire Hydrant Assembly 1 EA $4,200.00 $4,200.00 CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 14 of 18 Project 6003.178.b 4 Water Service Connection 6 EA $3,200.00 $19,200.00 5 Standard 3-Inch Rolled Curb & Gutter 58 LF $63.00 $3,654.00 6 Concrete Sidewalks, Thickness 5" 444 SY $105.00 $46,620.00 7 Concrete Repair 87 SY $105.00 $9,135.00 8 Pedestrian Ramp W/Detectable Warning Domes, 1 EA $950.00 $950.00 Type A 9 Crushed Aggregated Base Type 1, 3/4" Minus 63 CY $63.00 $3,969.00 10 Sediment Control 1 LS $600.00 $600.00 11 Inlet Protection 1 EA $170.00 $170.00 12 Construction Traffic Control 1 LS $575.00 $575.00 13 Thermoplastic Pavement Markings 30 SF $13.00 $390.00 14 Relocate Roadside Sign 1 EA $130.00 $130.00 15 Gravel Repair 8 SY $20.00 $160.00 16 Pedestrian Traffic Control Plan 2,000 LS $1.00 $2,000.00 17 Contractor Furnished Surveying and Staking 1 LS $850.00 $850.00 18 Stormwater Management Plan Preparation 1 LS $400.00 $400.00 & Implementation 19 Asphalt Repair-Arterial & Collector 14 SY $88.00 $1,232.00 20 Sod Repair (Include 4" Topsoil) 189 SY $39.00 $7,371.00 21 Remove and Reset Sprinkler System 1 LS $9,500.00 $9,500.00 22 Repair Landscaping 37 SY $18.00 $666.00 23 Tree Removal 6"+ 3 EA $3,000.00 $9,000.00 CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 15 of 18 Project 6003.178.b CONTRACT PRICING SCHEDULE [BID ADD ALTERNATE NO.2] Item Quantity Description Q wired Unit Unit Price Total Cost No. q 1 Removal of Obstructions 1 LS $11,200.00 $11,200.00 2 Excavation 141 CY $78.00 $10,998.00 3 Standard 3-Inch Rolled Curb & Gutter 80 LF $63.00 $5,040.00 4 Standard 6-Inch Vertical Curb & Gutter 69 LF $63.00 $4,347.00 5 Concrete Valley Gutters 5 LF $163.00 $815.00 6 Concrete Sidewalks, Thickness 5" 389 SY $106.00 $41,234.00 7 Concrete Repair 57 SY $104.00 $5,928.00 8 Type Arian Ramp W/Detectable Warning Domes, 2 EA $1,000.00 $2,000.00 9 Crushed Aggregated Base Type 1, 3/4" Minus 56 CY $63.00 $3,528.00 10 Sediment Control 1 LS $450.00 $450.00 11 Inlet Protection 1 EA $170.00 $170.00 12 Construction Traffic Control 1 LS $750.00 $750.00 13 Thermoplastic Pavement Markings 180 SF $13.00 $2,340.00 14 Gravel Repair 10 SY $22.00 $220.00 15 Pedestrian Traffic Control Plan 2,000 LS $1.00 $2,000.00 16 Contractor Furnished Surveying and Staking 1 LS $850.00 $850.00 17 Stormwater Management Plan Preparation 1 LS $400.00 $400.00 & Implementation 18 Asphalt Repair-Arterial & Collector 82 SY $83.00 $6,806.00 19 Concrete Block Retaining Wall 288 SF $103.00 $29,664.00 20 Remove & Reset Mailbox 1 EA $350.00 $350.00 CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 16 of 18 Project 6003.178.b 21 Sod Repair (Include 4" Topsoil) 130 SY $35.00 $4,550.00 22 Remove and Reset Sprinkler System 1 LS $8,900.00 $8,900.00 23 Repair Landscaping 58 SY $21.00 $1,218.00 24 Tree Removal 6"+ 3 EA $3,300.00 $9,900.00 CONTRACT PRICING SCHEDULE [BID ADD ALTERNATE NO.31 Item Quantity No. Description Required Unit Unit Price Total Cost 1 Removal of Obstructions 1 LS $4,200.00 $4,200.00 2 Excavation 19 CY $103.00 $1,957.00 3 Water Service Connection 1 EA $3,400.00 $3,400.00 4 Standard 3-Inch Rolled Curb & Gutter 34 LF $93.00 $3,162.00 5 Concrete Sidewalks, Thickness 5" 69 SY $105.00 $7,245.00 6 Concrete Repair 10 SY $104.00 $1,040.00 7 Type Arian Ramp W/Detectable Warning Domes, 1 EA $1,525.00 $1,525.00 8 Crushed Aggregated Base Type 1, 3/4" Minus 10 CY $81.00 $810.00 9 Sediment Control 1 LS $150.00 $150.00 10 Construction Traffic Control 1 LS $550.00 $550.00 11 Thermoplastic Pavement Markings 90 SF $13.00 $1,170.00 12 Gravel Repair 2 SY $30.00 $60.00 13 Pedestrian Traffic Control Plan 1,000 LS $1.00 $1,000.00 14 Contractor Furnished Surveying and Staking 1 LS $450.00 $450.00 15 Stormwater Management Plan Preparation 1 LS $350.00 $350.00 & Implementation CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 17 of 18 Project 6003.178.b 16 Asphalt Repair-Arterial & Collector 8 SY $134.00 $1,072.00 17 Sod Repair (Include 4" Topsoil) 30 SY $38.00 $1,140.00 18 Remove and Reset Sprinkler System 1 LS $2,400.00 $2,400.00 CDBG LMA Walkability NW7th St.-Sidewalk Improvements Page 18 of 18 Project 6003.178.b CONTRACT CHECKLIST I. PROJECT INFORMATION Date: 5/1/2026 REQUESTING DEPARTMENT Economic Development Project Name: CDBG LMA Walkabilioty NW 7th St.-Sidewalk Improvements Project Manager: Crystal Campbell Contract Amount: $414,652.00 Contractor/Consultant/Design Engineer: J-U-B Engineers, Inc. Is this a change order? yes ❑ No 0 Change Order No. II. BUDGET INFORMATION (Project Manager to Complete) III. Contract Type Fund: 20 Budget Available(Purchasing attach report): Department 5290 Yes 0 No ❑ Construction 0 GL Account 53201 FY Budget: 2026 Task Order ❑ Project Number: 6003.178.b Enhancement: Yes ❑ No 0 Professional Service ❑ Supplies or Equipment ❑ Will the project cross fiscal years? Yes❑ No ❑ Grant ❑ IV. GRANT INFORMATION-to be completed only on Grant funded projects Grant#: Wage Determination Received Wage Verification 10 Days prior to bid due date Debarment Status(Federal Funded) N/A N/A N/A N/A Print and Attach the determination Print,attach and amend bid by addendum(if changed) www.sam.gov Print and attach V. BASIS OF AWARD BID RFP/RFQ TASK ORDER Award based on Low Bid Highest Ranked Vendor Selected Master Agreement Category (Bid Results Attached) Yes [2] No ❑ (Ratings Attached) Yes ❑No Date MSA Roster Approved: Typical Award Yes ❑ No 0 If no please state circumstances and conclusion: Base Bid and Bid Add Alternate No.1 awarded now. City may choose to add Bid Add Alternate Nos.2 and 3 if or when additional FY27 HUD funds become available approximately October 2026. Date Award Posted: April 24,2026 7 day protest period ends: May 1,2026 VI. CONTRACTOR/CONSULTANT REQUIRED INFORMATION PW License 11823 Expiration Date: 7/31/2026 Corporation Status Active Insurance Certificates Received(Date): 4/30/2026 Expiration Date: 8/1/2026 Rating: A++ Payment and Performance Bonds Received(Date): 4/30/2026 Rating: 100% Builders Risk Ins.Req'd: Yes ❑ No 0 If yes,has policy been purchased? (Only applicabale for projects above$1,000,000) VII. TASK ORDER SELECTION (Project Manager to Complete) Reason Consultant Selected ❑ 1 Performance on past projects Check all that apply ❑ Quality of work ❑ On Budget ❑On Time ❑ Accuracy of Construction Est ❑ 2 Qualified Personnel ❑ 3 Availability of personnel ❑ 4 Local of personnel Description of negotiation process and fee evaluation: Enter Supervisor Name Date Approve Vill. AWARD INFORMATION Date Submitted to Clerk for Agenda: May 1,2026 Approval Date May 12,2026 By: City Council Purchase Order NO.: TBD Date Issued: TBD WH5 submitted TBD (Only for PW Construction Projects) NTP Date: TBD Contract Request Checklist.5.24.2016.Final Cr��'✓�E IDIAN�-- IDAH^ BASE BID RESULTS BID NAME: CDBG LMA WALKABILITY NW 7TH ST. -SIDEWALK IMPROVEMENTS BID NUMBER: ED-2611-6003.178.b DUE DATE&TIME:4/22/2026,2:30 PM MDT BriCon,Inc. C&S Excavation Paul Construction Inc. Total Cost $270,254.0 $348,000.0 $381,789.0 Selected# 24 0 0 # Items Selected Lowest Quantity UOM UnitPrice TotalCost UnitPrice TotalCost UnitPrice TotalCost Required 1 Removal of Obstructions $18,000.0 $18,000.0 1 LS $18,000.0 $18,000.0 $43,000.0 $43,000.0 $30,500.0 $30,500.0 2 Excavation $24,411.0 $18,540.0 309 CY $79 $24,411.0 $60 $18,540.0 $75 $23,175.0 3 Water Service Connection $32,000.0 $20,000.0 10 EA $3,200.0 $32,000.0 $2,000.0 $20,000.0 $2,100.0 $21,000.0 4 Standard 3-Inch Rolled Curb&Gutter $12,958.0 $12,958.0 209 LF $62 $12,958.0 $75 $15,675.0 $75 $15,675.0 5 Standard 6-Inch Vertical Curb&Gutter $3,721.0 $3,721.0 61 LF $61 $3,721.0 $80 $4,880.0 $75 $4,575.0 6 Concrete Valley Gutters $819 $819 13 LF $63 $819 $150 $1,950.0 $100 $1,300.0 7 Concrete Sidewalks,Thickness 5" $90,743.0 $88,100.0 881 SY $103 $90,743.0 $100 $88,100.0 $140 $123,340.0 8 Concrete Repair $20,223.0 $18,900.0 189 SY $107 $20,223.0 $100 $18,900.0 $154 $29,106.0 9 Pedestrian Ramp W/Detectable Warning Domes,Type A $2,850.0 $2,850.0 3 EA $950 $2,850.0 $3,200.0 $9,600.0 $4,320.0 $12,960.0 10 Crushed Aggregated Base Type 1,3/4"Minus $8,122.0 $262 131 CY $62 $8,122.0 $2 $262 $107 $14,017.0 11 Sediment Control $850 $850 1 LS $850 $850 $2,200.0 $2,200.0 $1,200.0 $1,200.0 12 Inlet Protection $340 $240 2 EA $170 $340 $120 $240 $250 $500 13 Construction Traffic Control $3,300.0 $3,300.0 1 LS $3,300.0 $3,300.0 $25,000.0 $25,000.0 $6,100.0 $6,100.0 14 Thermoplastic Pavement Markings $1,404.0 $1,296.0 108 SF $13 $1,404.0 $12 $1,296.0 $12 $1,296.0 15 Relocate Roadside Sign $390 $390 3 EA $130 $390 $650 $1,950.0 $260 $780 16 Mobilzation $130 $130 1 LS $130 $130 $32,000.0 $32,000.0 $34,000.0 $34,000.0 17 Pedestrian Traffic Control Plan $5,000.0 $5,000.0 5000 LS $1 $5,000.0 $1 $5,000.0 $1 $5,000.0 18 Contractor Furnished Surveying and Staking $1,200.0 $1,200.0 1 LS $1,200.0 $1,200.0 $8,000.0 $8,000.0 $6,700.0 $6,700.0 19 Stormwater Management Plan Preparation&Implementation $1,225.0 $500 1 LS $1,225.0 $1,225.0 $500 $500 $2,000.0 $2,000.0 20 Asphalt Repair-Arterial&Collector $8,536.0 $7,275.0 97 SY $88 $8,536.0 $75 $7,275.0 $120 $11,640.0 21 Remove&Reset Yard Light $4,150.0 $1,500.0 1 EA $4,150.0 $4,150.0 $2,000.0 $2,000.0 $1,500.0 $1,500.0 22 Sod Repair(Include 4"Topsoil) $13,370.0 $12,797.0 382 SY $35 $13,370.0 $33.5 $12,797.0 $50 $19,100.0 23 Remove and Reset Sprinkler System $15,000.0 $7,925.0 1 LS $15,000.0 $15,000.0 $24,971.0 $24,971.0 $7,925.0 $7,925.0 24 Repair Landscaping $1,512.0 $1,512.0 84 SY $18 $1,512.0 $46 $3,864.0 $100 $8,400.0 (�WEIIIDIAN�-- BID ADD ALTERNATE NO.1 RESULTS BID NAME: CDBG LMA WALKABILITY NW 7TH ST. -SIDEWALK IMPROVEMENTS BID NUMBER: ED-2611-6003.178.b DUE DATE&TIME: 4/22/2026,2:30 PM MDT BriCon,Inc. C&S Excavation Paul Construction Inc. Total Cost $144,398.0 $140,000.0 $181,250.0 Selected# 0 23 0 # Items Selected Lowest Quantity UOM UnitPrice TotalCost UnitPrice Total Cost UnitPrice TotalCost Required 1 Removal of Obstructions $4,807.0 $4,807.0 1 LS $12,250.0 $12,250.0 $4,807.0 $4,807.0 $26,000.0 $26,000.0 2 Excavation $7,920.0 $7,920.0 144 CY $79 $11,376.0 $55 $7,920.0 $90 $12,960.0 3 Relocate Fire Hydrant Assembly $4,000.0 $2,250.0 1 EA $4,200.0 $4,200.0 $4,000.0 $4,000.0 $2,250.0 $2,250.0 4 Water Service Connection $14,400.0 $12,120.0 6 EA $3,200.0 $19,200.0 $2,400.0 $14,400.0 $2,020.0 $12,120.0 5 Standard 3-Inch Rolled Curb&Gutter $4,060.0 $3,654.0 58 LF $63 $3,654.0 $70 $4,060.0 $80 $4,640.0 6 Concrete Sidewalks,Thickness 5" $40,848.0 $40,848.0 444 SY $105 $46,620.0 $92 $40,848.0 $140 $62,160.0 7 Concrete Repair $9,135.0 $9,135.0 87 SY $105 $9,135.0 $105 $9,135.0 $140 $12,180.0 8 Pedestrian Ramp W/Detectable Warning Domes,Type A $3,750.0 $950 1 EA $950 $950 $3,750.0 $3,750.0 $4,200.0 $4,200.0 9 Crushed Aggregated Base Type 1,3/4"Minus $126 $126 63 CY $63 $3,969.0 $2 $126 $190 $11,970.0 10 Sediment Control $250 $250 1 LS $600 $600 $250 $250 $500 $500 11 Inlet Protection $150 $1S0 1 EA $170 $170 $150 $150 $250 $250 12 Construction Traffic Control $12,000.0 $575 1 LS $575 $575 $12,000.0 $12,000.0 $2,500.0 $2,500.0 13 Thermoplastic Pavement Markings $900 $390 30 SF $13 $390 $30 $900 $20 $600 14 Relocate Roadside Sign $450 $130 1 EA $130 $130 $450 $450 $400 $400 15 Gravel Repair $440 $160 8 SY $20 $160 $55 $440 $90 $720 16 Pedestrian Traffic Control Plan $2,000.0 $2,000.0 2000 LS $1 $2,000.0 $1 $2,000.0 $1 $2,000.0 17 Contractor Furnished Surveying and Staking $3,500.0 $850 1 LS $850 $850 $3,500.0 $3,500.0 $3,100.0 $3,100.0 18 Stormwater Management Plan Preparation&Implementation $250 $250 1 LS $400 $400 $250 $250 $500 $500 19 Asphalt Repair-Arterial&Collector $2,940.0 $1,232.0 14 SY $88 $1,232.0 $210 $2,940.0 $125 $1,750.0 20 Sod Repair(Include 4"Topsoil) $6,804.0 $6,804.0 189 SY $39 $7,371.0 $36 $6,804.0 $50 $9,450.0 21 Remove and Reset Sprinkler System $7,0S0.0 $2,800.0 1 LS $9,S00.0 $9,500.0 $7,050.0 $7,0S0.0 $2,800.0 $2,800.0 22 Repair Landscaping $2,220.0 $666 37 SY $18 $666 $60 $2,220.0 $100 $3,700.0 23 Tree Removal 6"+ $12,000.0 $4,500.0 3 EA $3,000.0 $9,000.0 $4,000.0 $12,000.0 $1,500.0 $4,500.0