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HomeMy WebLinkAboutToll Brothers, Inc. cooperative Development Agreement Sewer Trunk Line Construction Portion McDermott Mayor Robert E. Simison E IDIA City Council Members: 1 � Luke Cavener, President ..LL �'! Liz Strader,Vice President i D A H Brian Whitlock Doug Taylor John Overton Anne Little Roberts TO: Mayor Robert E. Simison Members of the City Council FROM: Warren Stewart, P.E. City Engineer DATE: November 18, 2025 SUBJECT: Sewer Trunk Line Cooperative Development Agreement with Toll Brothers for the construction of a portion of the McDermott sewer trunk line. REQUESTED COUNCIL DATE: December 2, 2025 I. RECOMMENDED ACTION A. Approve the Sewer Trunk Line Cooperative Development Agreement with Toll Brothers, and authorize the Mayor to sign the agreement. II. DEPARTMENT CONTACT PERSONS Warren Stewart, City Engineer 208-489-0350 Laurelei McVey, Director of Public Works 208-489-0365 III. DESCRIPTION A. Background The City Council was provided with information on a proposed reimbursement agreement between the City and Toll Brothers to construct a large diameter trunk sewer line in a portion of McDermott Road. The City planned to construct the sewer in 2028, but Toll Brothers would like to partner with the City and advance the sewer line approximately 2 years. The project has the potential to significantly reduce the City's cost compared to the City completing the work independently. Page 1 of 2 B. The Agreement Since initially discussing this concept with the City Council, city staff have been working with the developer to finalize the cooperative reimbursement agreement. City Council placed a January 8, 2026 deadline for the agreement to be approved. The agreement and various exhibits are provided for your review. Total project costs currently identified in the agreement are based on recent estimates of construction costs. The agreement allows for the revision of the cost estimates to actual costs as they become known. There are also off-ramps in the agreement if the actual cost differs significantly from the estimates. The City will not be responsible for reimbursing the developer our portion of the project until 2028. This aligns with our regularly scheduled construction timeline. As a result, there will be no accelerated financial impact to the City. Design, construction and testing costs reimbursable by the City only apply to components of the project the City planned to construct. Any other design, construction or testing costs are the sole responsibility of the developer. The agreement limits the City's responsibility for Change Orders to 5%of the bid amount. Anything over that value is the sole responsibility of the developer. This project will take months to complete.Work is anticipated to start in the spring of 2026, but final acceptance is not expected until sometime in 2027. Once the project is complete, other parcels along the new sewer line will have access to the City sewer and could start the development process. By entering into this cooperative agreement,the City will save approximately$3.6 million dollars over what it would cost to complete the project independently. It will advance the completion of this section of sewer line by 2 years and allow for the orderly development of other parcels along McDermott Road. C. Time Constraints The agreement must be signed by January 81h, 2026, to meet the City Council's deadline. D. Alternatives The City Council could choose to reject the agreement. Rejecting the agreement would delay the construction of the sewer project and prohibit/delay the construction of development projects previously annexed by the Council.The City would also lose approximately$3.6 million dollars in savings for the construction of this portion of the McDermott sewer trunk line. Page 2 of 2 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT This SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT ("Agreement") is made and entered into as of the 2nd day of December, 2025 (the "Effective Date")by and between the CITY OF MERIDIAN, a municipal corporation of the State of Idaho ("City"), and TOLL BROTHERS, INC., a Delaware corporation ("Developer"). City and Developer may be referred to in this Agreement individually as a "Party" or collectively as the "Parties" as warranted under the circumstances. RECITALS A. Developer owns, or will own, that certain real property in Ada County, Idaho that is approximately 180 acres and graphically depicted on Exhibit A, attached hereto and incorporated herein (the"Property"). B. Developer is planning to develop the Property through annexation into the City of Meridian and subdivision of the Property,which will consist of approximately 689 single-family buildable lots and 14 buildable commercial lots to be developed as two subdivisions in multiple phases (collectively "Day Spring"). C. Developer is in the process of securing the necessary land use entitlements from the City and other agencies for Day Spring, including, but not limited to, approvals for annexation, zoning, and subdivision of the Property(the"Day Spring Approvals"). D. City,through its public works department,constructs,manages,and maintains a City-wide sewer system and provides sewer services to property within the City's municipal boundaries. E. As part of City's provision of sewer service within the City's municipal boundary and to plan for service within the City's area of impact, City has prepared the 2023 Collection System Master Plan Update,which includes a sewer infrastructure Capital Improvements Plan("CIP"). F. The CIP and the City's Comprehensive Financial Plan ("CFP") include sewer projects that address current and future capacity issues, replace deteriorated components, and expand the City's wastewater service area as the City grows and infills. G. Providing sewer service to the Property necessitates completion of sewer infrastructure projects on the CIP and CFP, including a portion of the sewer infrastructure project identified as project KA that is located north of W.Ustick Road,as depicted on Figure 171 of the CIP(the"CIP Map"),attached hereto and incorporated herein as Exhibit B, which project is described and detailed on Exhibit C (the "Plans and Specifications"), attached hereto and incorporated herein (collectively, the "Sewer Improvements"or"Project").For clarity,the Parties acknowledge that Developer also intends to construct a portion of the sewer infrastructure identified as K.3 on the CIP Map at Developer's expense or the expense of others,but, for the purpose of this Agreement, K.3 is explicitly excluded from the Sewer Improvements or Project, and any expenses associated with K.3 shall not be Reimbursable Project Costs, as that term is defined below. H. The Sewer Improvements are regional public infrastructure improvements that generally benefit the City and are designed to serve large areas of northwest Meridian in addition to the Property. 1. Pursuant to the CIP and CFP, the Sewer Improvements are planned to be completed between City fiscal years 2027 and 2028,with a planned completion date of September 30,2028(the"CIP Completion Date"). SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 1 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E J. The Parties desire to enter into this Agreement in order to set forth the terms and conditions related to: (1)the construction of the Project;and(2)the sharing,between the Parties, of the Project Costs, as that term is defined below. AGREEMENT NOW THEREFORE,for good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged by the Parties, and based on the recitals set forth above, which are hereby acknowledged by the Parties as true and correct and incorporated herein,the Parties hereby agree as follows: 1. Additional Definitions. In addition to the terms defined throughout the body of this Agreement,the following terms shall have the following meanings in this Agreement: a. "Project Estimate" means an estimate of the Project Costs prepared by the Developer in consultation with the Project Engineer(or other engineer licensed under the laws of the State of Idaho)attached hereto and incorporated herein as Exhibit D. b. "Project Construction Manager"shall mean an employee or agent of Developer, or a related entity, who shall coordinate and supervise all aspects of the Project design, bidding, and construction. C. "Project Costs" refers to all costs of completing the Project, including: (i) all design, engineering, permitting, construction, testing, and inspection costs ("Direct Project Costs"), (ii) compensation for the Project Construction Manager, which shall total three percent (3%) of Direct Project Costs, and (iii) all other costs related to and reasonably necessary for completion of the Project. d. "Project Engineer"shall mean an Idaho licensed engineer engaged by Developer to manage and coordinate the design,inspection and certification of the Project. e. "City Liaison"shall mean the City employee(s)who shall coordinate and oversee the Project on behalf of City. f. "Substantial Completion" and "Substantially Complete" shall mean when the Project Engineer determines City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, and only minor incidental work or correction or repair remains for the physical completion of the Project. For clarity, Substantial Completion does not constitute final acceptance by the City. 2. Project Design and Plans and Specifications. Developer has engaged with qualified consultants, including the Project Engineer, to have the final Plans and Specifications prepared for the Project. By entering into this Agreement the Parties both acknowledge and agree that the Plans and Specifications have been duly reviewed and are hereby approved. Upon execution of this Agreement, Developer shall forward to City copies of the Plans and Specifications for the Project in its and/or its consultant's possession,including but not limited to design plans,data,consultant reports prepared by third parties, soil reports, engineering reports, and right-of-way plans (collectively"Design Plans"). Developer hereby grants City an irrevocable license providing City with reasonable access to all designs, plans, specifications, reports, data and other materials (both digital, electronic and hard copy) produced by Developer and its agents and contractors under this Agreement. All ownership interest in the Design Plans is Developer's. SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 2 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E 3. Project Estimate. Based on the Project Estimate, the Project Costs are estimated to be Seven Million Two Hundred Forty-Five Thousand Six Hundred Sixty-Five Dollars($7,245,665);however, the Parties acknowledge and agree this is only an estimate and the actual Project Costs may be greater or less than the Project Estimate. 4. Construction Bidding. Developer shall utilize a competitive sealed bid process to solicit bids for construction of the Project in compliance with the Plans and Specifications, which bids shall be solicited in accordance with Idaho law for the procurement of public works construction by political subdivisions, including, but not limited to, Idaho Code section 67-2805(2)(a). Developer may hire, at Developer's sole cost and expense, a third-party construction project manager to solicit competitive bids following the requirements set forth above. City shall review and approve in writing the bid process and bid amount prior to Developer awarding a construction contract to the successful bidder("Contractor"), which approval shall not be unreasonably withheld or conditioned. Developer shall provide City with a summary of all responsive bid packages.For clarity, and in accordance with Section 14 of this Agreement, City shall not be required to approve any bid amount that exceeds Six Million Five Hundred Sixty-Four Thousand Three Hundred Ninety-Eight Dollars($6,564,398). 5. Construction Contract.The construction contract between Developer and Contractor(the "Construction Contract") shall include, at minimum,the following provisions: (i) a requirement that the Contractor provide payment and performance bonds required by the Public Contracts Bond Act, Chapter 19, Title 54, Idaho Code, naming City as an additional beneficiary; (ii) a requirement that the Contractor be licensed as a public works contractor (Chapter 19, Title 54, Idaho Code); (iii) a requirement that the construction of the Project be Substantially Complete within two (2)years from the date Developer issues a notice to proceed to the Contractor, or no later than September 30, 2028, whichever is earlier; (iv) a provision that the time for Substantial Completion of the Project will only be extended by(a) acts of God, (b)war,(c)delays caused by City,or(d)unreasonable delays caused by utilities providers or other agencies; (v) a requirement that the Contractor maintain liability insurance insuring against bodily injury or death with limits of not less than Two Million Dollars($2,000,000)per person and per occurrence, and property damage with a limit of One Million Dollars($1,000,000)per occurrence,naming both Developer and City as additional insureds; and(vi)at least a two(2)year warranty on the work and materials of the Project that is assignable to City, said warranty period shall begin immediately upon issuance of City's Final Acceptance Letter. Prior to entering into the Construction Contract for the Project, Developer shall obtain the written approval of City of the form and terms of the Construction Contract, which shall not be unreasonably withheld so long as this Section 5 is being complied with. Developer shall provide City with a final copy of the executed Construction Contract. 6. Construction and Completion of the Project. a. Permits and Fees and Notice to Proceed. Prior to the commencement of construction,Developer shall require that the Contractor: (i)has obtained all applicable permits to work in the right-of-way, and(ii)has paid all applicable fees for such permits. City permits,if any, shall be issued at no charge,unless otherwise required by City ordinance or resolution. b. Manner of Construction. Upon City's written approval of the Construction Contract, Developer shall provide for construction of the Project in compliance with the Construction Contract, and shall diligently and continuously prosecute such construction to completion. C. Change Orders to Construction Contract. Developer shall obtain the written approval of City Liaison before approving any change order in the Construction Contract if. (i)the cost of the change order will exceed one percent(1%)of the original contract price; and/or(ii)the SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 3 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E cumulative total of all previously approved change orders exceeds five percent(5%)of the original contract price. Change orders that increase the original contract price in excess of five percent(5%) are not Reimbursable Project Costs. d. Inspections. Inspecting and testing of the Project shall be arranged for by Project Construction Manager in cooperation with City Liaison. With respect to the portions of the Project that are required to be inspected and approved by City, City shall provide such inspections and approvals at no charge,unless otherwise required by City ordinance or resolution. e. Access to Public Right-of-Way. City shall cooperate with Developer to ensure access to the Ada County Highway District public right-of-way for Developer and its agents as may be reasonably necessary in connection with the Project design and construction. 7. Issuance of City Final Acceptance Letter. Upon completion of the construction of the Project, Developer shall furnish to City the Project Engineer's written certification that the Project is complete in accordance with the Plans and Specifications. Within thirty (30) calendar days after delivery of the Project Engineer's written certificate, City shall either: (i) accept the same; or(ii)provide a written itemization of those matters it reasonably finds to be non-conforming, in which case Developer shall promptly cause the remediation of all non-conforming matters. City shall acknowledge its acceptance of the Project in writing as complete and issue a letter stating that the project is complete(a"Final Acceptance Letter")within thirty(30)calendar days after the later of: (i)delivery of the Project Engineer's certification to City, or (ii)remediation of any non-conforming matters. Within thirty (30) calendar days after the issuance of the Final Acceptance Letter, Developer shall deliver to City drawings for the Project, as-built, in electronic files in AutoCAD format. 8. Warranty. Upon issuance of the Final Acceptance Letter, Developer shall complete all paperwork necessary to assign to City the Contractor's two(2)year warranty of the work and materials on the Project. Developer or Contractor shall provide a warranty surety to City in the amount of twenty (20) percent of the Project Costs for the duration of the warranty period. 9. Payment of Project Costs; Final Accounting and Settlement. a. Payment of Project Costs. All Project Costs shall be initially paid for and funded by Developer, subject to Developer's right to reimbursement from City for the Reimbursable Project Costs as provided in this Agreement. b. Accounting. of Costs. Within thirty(30)calendar days after issuance of the Final Acceptance Letter,Developer shall submit to City a final accounting of the Project Costs and the Reimbursable Project Costs. C. Agreement of Final Amount. Within thirty (30) calendar days after Developer's submittal of the final accounting of Project Costs,Developer and City shall reach an agreement and acknowledge in writing the final amount of the Project Costs and the Reimbursable Project Costs. d. Reimbursable Project Costs.The"Reimbursable Project Costs"shall be one-half (50%)of the total Project Costs(excluding Project Costs for change orders that increase the original contract price by more than five percent(5%)). e. Timing o�yment of the Reimbursable Project Costs. Subject to Section 11 of this Agreement, payment of the total amount of the Reimbursable Project Costs shall be made by SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 4 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E the City to Developer on or before the CIP Completion Date in a manner as reasonably directed by Developer. 10. Remedies. a. Default by Developer. In addition to such other remedies at law or in equity for default that City may have,in the event Developer fails or neglects to perform its obligations under the terms and provisions of this Agreement in the time and manner required herein, City may withhold any reimbursement due to Developer hereunder until such defaults are corrected to the satisfaction of City. b. Default by Ci1y. Subject to Section 11 if this Agreement,in the event City fails or neglects to perform its obligations under the terms and provisions of this Agreement in the time and manner required herein,Developer shall be entitled to all remedies available at law or in equity. 11. Appropriation. The Parties acknowledge and agree that City's obligation to pay to Developer the Reimbursable Project Costs is subject to City,by and through its City Council,appropriating the necessary funds to make such payments. City intends, subject only to the provisions of this Section 11, to remit the Reimbursable Project Costs to Developer,but Developer acknowledges and agrees City cannot contractually obligate a future City Council to appropriate funds for said payments. 12. Attorney Fees. Should either party find it necessary to employ an attorney for representation in any action seeking enforcement of any of the provisions of this Agreement, or to protect its interest in any matter arising under this Agreement, or to recover damages for the breach of this Agreement, or to resolve any disagreement in interpretation of this Agreement,the prevailing party in any final judgment or award entered therein shall be entitled to reimbursement from the other party of all reasonable costs, charges and expenses, including attorneys' fees, expended or incurred by the prevailing party in connection therewith and in connection with any appeal. 13. Developer's Discretion.Notwithstanding anything to the contrary herein,Developer may terminate this Agreement in the event that: (i)the Day Spring Approvals are denied; (ii)the Day Spring Approvals are approved with conditions that are not satisfactory to Developer, in Developer's sole discretion; or (iii)Developer, in Developer's sole discretion, elects not to proceed with the Day Spring development for any reason or no reason. If Developer elects to terminate this Agreement pursuant to this Section 13, Developer shall provide written notice of the same to City in accordance with the notice provisions herein(a"Termination Notice").Upon delivery of a Termination Notice,this Agreement shall terminate and be of no further force or effect except for any provisions herein that expressly survive termination.If Developer delivers said Termination Notice,City shall not be required to pay Developer any Reimbursable Project Costs or any other costs whatsoever. 14. City's Discretion. Notwithstanding anything to the contrary herein, City may terminate this Agreement in the event that: (i) the low bid for the Project exceeds Six Million Five Hundred Sixty- Four Thousand Three Hundred Ninety-Eight Dollars ($6,564,398); or (ii) Developer fails to execute a Construction Contract with the Contractor by September 31, 2026. If City elects to terminate this Agreement pursuant to this Section 14, City shall provide a written Termination Notice to Developer in accordance with the notice provisions herein.Upon delivery of a Termination Notice,this Agreement shall terminate and be of no further force or effect except for any provisions herein that expressly survive termination, and City shall not be required to pay Developer any Reimbursable Project Costs or any other costs whatsoever. For the avoidance of doubt,once City has given its consent to enter into the Construction Contact in accordance with Section 5 of this Agreement, City may not terminate this Agreement pursuant to the provisions in this Section 14. SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 5 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E 15. Termination Following Performance.This Agreement shall terminate two(2)years after City makes the final and complete payment of the Reimbursable Project Costs to Developer in accordance herewith and be of no further force or effect except for any provisions herein that expressly survive termination. 16. Notice. All notices, approvals, consents, requests, elections and other communications required or permitted to be given under this Agreement (each a "notice") shall be in writing and shall be given by: (a)hand delivery, in which event such notice shall be deemed duly given and received upon the earlier of delivery or refusal to accept delivery thereof; (b) U.S. Certified Mail, return receipt requested, with postage prepaid, in which event such notice shall be deemed duly given on the date of mailing and shall be deemed received upon the earlier of the date of actual receipt,the date of delivery as shown on the return receipt, or the third day after deposit in the mail; (c) a nationally-recognized overnight delivery service (e.g., FedEx), in which event such notice shall be deemed duly given on the date deposited with such service and deemed received upon the earlier of the actual date of receipt or the day after deposit with the nationally-recognized overnight delivery service;or(d)email transmission,in which event such notice shall be deemed duly given on the date sent and deemed received on the date sent if sent before 5:00 PM in the local time zone where the Property is physically located, or on the next day,if sent after 5:00 PM in the local time zone where the Property is physically located. Notwithstanding the foregoing, actual receipt of a notice,however given and from whomever received shall always be effective,and any notice given by a Party's attorneys shall, for all purposes, be deemed to have been given by such Party. All such notices shall be addressed to the appropriate Party at the address set forth below,or at such other address as a Party may specify from time to time by notice to the other Party: If to City: City of Meridian Attn: City Engineer 33 E. Broadway Ave. Meridian, Idaho 83646 Email: wstewart@meridiancity.org If to Developer: Toll Bros.,Inc. Attn: Ryan Hammons,Division President 3103 West Sheryl Drive, Suite 100 Meridian, Idaho 83642 Email: rhammons@tollbrothers.com 17. General. The Parties acknowledge that each Parry and, if they should so choose, their attorneys,have reviewed and revised this Agreement and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting Party shall not be employed in the interpretation of this Agreement or any amendments or exhibits to this Agreement. The section headings of this Agreement have been inserted for convenience of reference only and shall not affect any construction or interpretation of this Agreement. This is the entire agreement among the Parties with respect to the matters covered hereby and supersedes all prior agreements between them, written or oral. This Agreement may be modified only in writing, signed by both Parties. Except as otherwise provided in this Agreement, any waivers hereunder must be in writing. No waiver of any right or remedy in the event of default hereunder shall constitute a waiver of such right or remedy in the event of any subsequent default. This Agreement shall be governed in all respects by the laws of the State of Idaho and venue shall be Ada County, Idaho. This Agreement is for the benefit only of the Parties hereto and shall inure to the benefit of and bind the heirs, personal representatives, successors, and assigns of the Parties hereto. No Party shall be permitted to assign this Agreement without the express, written consent of the other Party. The Parties expressly acknowledge and agree that Developer,including its employees,agents,contractors,officials,and officers, are not agents of the City in any manner or for any purpose. The invalidity or unenforceability of any SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 6 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E provision of this Agreement shall not affect the validity or enforceability of any other provision hereof. Each Party further covenants to and with the other Party to execute any and all other documents which may be reasonably necessary or appropriate to effect the terms and conditions of this Agreement and any other agreements or documents as contemplated by this Agreement, and to perform such other acts as may be necessary or appropriate to effect the terms and conditions of this Agreement and any other agreements or documents as contemplated by this Agreement.All time periods in this Agreement shall be deemed to refer to calendar days unless otherwise specified. If the last date on which to perform any act, give any notice, or be deemed to have received any notice under this Agreement shall fall on a Saturday, Sunday,or holiday observed by the state courts sitting in Ada County, Idaho, such act or notice shall be deemed timely if performed or given, or such notice shall be deemed received, on the next succeeding day that is not a Saturday, Sunday,or holiday observed by the state courts sitting in Ada County,Idaho, and any successive time periods shall be deemed extended accordingly. Time is of the essence with respect to each and every covenant and obligation under this Agreement. The recitals set forth above and all exhibits attached hereto are incorporated herein as if set forth in full herein. 18. Day Spring Approvals Independent of Agreement. Developer acknowledges that this Agreement shall have no bearing on whether the City Council of the City of Meridian approves or denies the Day Spring Approvals. 19. State of Idaho Requirements. The following provisions, as applicable, are required by Idaho law. The terms used in this Section 19 shall have the definitions as set forth in the respective Idaho Code provisions. a. Pursuant to Idaho Code § 67-2346, Developer certifies it is not engaged in, and will not for the duration of this Agreement engage in, a boycott of goods or services from Israel or territories under Israel's control. b. Pursuant to Idaho Code § 18-8703, Developer certifies it is not, and will not for the duration of this Agreement become,an abortion provider or an affiliate of an abortion provider. c. Pursuant to Idaho Code § 67-2359, Developer certifies it is not, and for the duration of this Agreement will not be, a company owned or operated by the government of China. d. Pursuant to Idaho Code § 67-2347A, Developer certifies it is not currently engaged in, and will not for the duration of this Agreement engage in, a boycott of any individual or company because that individual or company engages in or supports the exploration, production, utilization, transportation, sale, or manufacture of fossil fuel-based energy, timber, minerals, hydroelectric power, nuclear energy, or agriculture. e. Pursuant to Idaho Code §67-2347A, Developer certifies it is not currently engaged in, and will not for the duration of this Agreement engage in, a boycott of any individual or company because that individual or company engages in or supports the manufacture, distribution, sale, or use of any firearm. [end of text; signature pages follow] SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 7 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E IN WITNESS WHEREOF, the Parties have executed this Agreement, effective as of the Effective Date. CITY: CITY OF MERIDIAN, a municipal corporation of the State of Idaho By: Robert E. Simison 12-2-2025 Its: Mayor Attest: Chris Johnson, City Clerk 12-2-2025 DEVELOPER: TOLL BROTHERS,INC., a Delaware corporation DocuSigned by: alA, t�MWVUS By: Ryan Hammons Its: Division President SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 8 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E EXHIBIT A MAP OF THE PROPERTY IL # 4 4! t —Al 41• / ~ �• �i 1�i� �.*?r y�\ Hr� �.. _ hJ�� �IN. ,r -.I 10 Ut.! ..��. ~. f ' MIS 0. T -1 �.iu :r a , e di cc -` °fly.C %.7► ,!. 't....�._,�'��:. r l 7�T.41 SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 9 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E EXHIBIT B CIP MAP [see following one(1)page] SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 10 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E L5.1 E.1 O n ❑. A __J L6.2 z m 55 CHINO.ENlSL'VC ❑ 4 CNlNOENBf,W-- EZ T EA - E.6 m MCNILLANNh R.2-RA -. — rf MCWLLAN RD R.S-R.6 E.5 - -- m 1 a R.1 KA LSA FRANKLfN R➢ K.1 E.10 OVERLINp RO -- - ,. AIRPORT RD US . E71 `E.125 �� -- L VECTORY RB K E.13 __ �� • - - m n AMfTYAVF E.17 E.18 E21 - E.16 lAxE Ha2EL Nn - �� E.20 � � Q a a E.22 �� C6LUMBfA RO rb m CL N d 0 6 T f13 C9 N N N W W A N J NNN • ® � ��~L O N U, W C? O S 4 O Q• N A N R G nn hi 1t a m ti z SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 11 of 13 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E EXHIBIT C PLANS AND SPECIFICATIONS FOR THE PROJECT [insert] SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 12 of 13 DIVISION 00820 McDERMOTT TRUNK SEWER SUPPLEMENTAL SPECIFICATIONS (ISPWC 2020 EDITION) AND SPECIAL PROVISIONS McDermott Trunk Sewer Division 00820- 1 DIVISION 00820 PRIME IDAHO, INC. McDERMOTT TRUNK SEWER MERIDIAN, IDAHO OWNER'S REVISIONS TO THE STANDARD SPECIFICATIONS (ISPWC 2017 EDITION) AND SPECIAL PROVISIONS Section 201 — Clearing and Grubbing and Removal of Obstructions......................................................4 Section203 — Soil Materials...................................................................................................................4 Section205 — Dewatering......................................................................................................................4 Section 301 —Trench Excavation...........................................................................................................9 Section 304 —Trench Foundation Stabilization .................................................................................... 11 Section305 — Pipe Bedding................................................................................................................. 12 Section 306 —Trench Backfill............................................................................................................... 12 Section 307 —Street Cuts and Surface Repairs................................................................................... 14 Section 308 — Boring and Jacking ....................................................................................................... 19 Section 405 — Non-Potable Water Line Separation ..............................................................................23 Section501 —Gravity Sewers..............................................................................................................23 Section502 — Manholes.......................................................................................................................24 Section 601 — Culvert, Storm Drain and Gravity Irrigation Pipe ............................................................25 Section 703 —Cast-in-Place Concrete .................................................................................................26 Section 704 — Precast Concrete...........................................................................................................27 Section 706 — Other Concrete Construction.........................................................................................27 Section 810 — Plant Mix Pavement.......................................................................................................28 Section 1103— Construction Traffic Control.........................................................................................29 Section 1104 — Permanent Pavement Markings...................................................................................30 Section 2010 — Mobilization .................................................................................................................30 SP-2110 — Summary of Work...............................................................................................................32 SP-2125 — Measurement and Payment ...............................................................................................34 SP-2127 —Applications for Payment....................................................................................................36 SP-2128 — Change Order Procedures .................................................................................................38 SP-2138 — Construction Phasing and Scheduling................................................................................42 SP-2139 — Construction Coordination..................................................................................................45 SP-2141 — Special Project Considerations...........................................................................................48 SP-2143 — Submittals ..........................................................................................................................50 SP-2145 —Quality Control ...................................................................................................................54 SP-2147 — Construction Facilities and Temporary Controls .................................................................57 SP-2149 — Materials and Equipment....................................................................................................62 SP-2152 — Contract Closeout...............................................................................................................65 SP-2153 — Remove, Reset or Replace Miscellaneous Item .................................................................69 SP-2170 — Site Clearing.......................................................................................................................71 SP-2216 — Storm Water Management .................................................................................................73 SP-2220 —Waterway Crossings ..........................................................................................................76 SP-2222 — Power Pole Support ...........................................................................................................79 SP-2223 — PVC Sleeve........................................................................................................................80 SP-2225 — Irrigation Structures...............................................................Error! Bookmark not defined. McDermott Trunk Sewer Division 00820-2 Appendices APPENDIX A City of Meridian Capital Improvement Projects Water Pollution Control Specification (Appendices A and B of City of Meridian's CSWMP) APPENDIX B City of Meridian Erosion and Sediment Control Plan Checklist (Appendix E of City of Meridian's CSWMP) APPENDIX C United States Army Corps of Engineers Authorization (Pending) APPENDIX D Form 00830 Property Owner Release Form APPENDIX E Geotechnical Investigation APPENDIX F Groundwater Monitoring Well Measurements McDermott Trunk Sewer Division 00820-3 GENERAL INFORMATION These Technical Specifications and Special Provisions are written as modifications to the City of Meridian's 2023 Supplemental Specifications and Drawings to the Idaho Standards for Public Works Construction (ISPWC). Special Provisions are written as supplemental technical specifications to the City of Meridian's 2023 Supplemental Specifications and Drawings to the ISPWC. This document pertains to the following entities and naming conventions: • OWNER: Toll Brothers, Inc. • ENGINEER: J-U-B Engineers, Inc. • CITY: City of Meridian Public Works Department • ACHD: Ada County Highway District • NHD: Nampa Highway District • ITD: Idaho Transportation Department • NMID: Nampa & Meridian Irrigation District • DEQ: Idaho Department of Environmental Quality • EPA: U.S. Environmental Protection Agency • CONTRACTOR: To Be Determined All work shall conform to the requirements of the 2020 edition of the ISPWC, ACHD Supplemental Specifications to ISPWC, 2023 City of Meridian Supplemental Specifications and Drawings to ISPWC, and all applicable agency permitting requirements. In addition, all work shall conform to these revisions to the Standard Specifications and Special Provisions. In the case of conflict, the more stringent requirements shall be adhered to. The Contractor is required to have copies of the following standards on-site at all times during construction of the project: • All applicable permits • ACHD Standards NHD Standards • Technical Specifications and Special Provisions • Project Plans • 2023 City of Meridian Supplemental Specifications & Drawings to the ISPWC • 20201SPWC The CONTRACTOR shall be responsible for complying with the City of Meridian Construction Storm Water Management Plan (CSWMP); refer to Appendix A for specifications. A Storm Water Pollution Prevention Plan (SWPPP) and Narrative shall be prepared by the Contractor and approved by the City of Meridian prior to construction. A total land disturbance of greater than one (1) acre is anticipated; therefore, an EPA Construction General Permit, a Storm Water Pollution Prevention Plan (SWPPP), Notice of Intent (NOI), and Notice of Termination (NOT) will be required in addition to meeting all local and sediment control requirements for this Project. CONTRACTOR shall include all costs associated with the requirements to prepare, submit, and file all required permits and provide all work to manage storm water systems. Cost for this work will be included in the "Storm Water Management" pay item. Preparation shall include all utility McDermott Trunk Sewer Division 00820- 1 relocations necessary to complete the project as the utility companies will operate under the CONTRACTOR's EPA Construction and SWPPP Plan. GENERAL PROJECT INFORMATION, SCHEDULE, AND COORDINATION A. Coordinate all work activation with the Owner, City of Meridian Engineering Department (Clint Dolsby, 208-898-5500), ACHD (as applicable), NHD (as applicable), and NMID. Work shall be performed to minimize disruption to adjacent farming and irrigation operations. B. NMID operates and maintains Eight Mile Lateral and the Sky Pilot Drain that cross the proposed sewer alignment. The CONTRACTOR shall contact a NMID representative two (2) weeks prior to construction. A license agreement with NMID is in progress. No work on the NMID facilities or within NMID easements will be allowed until a final license agreement is secured. NMID will require silt fence along the boundary of their easement adjacent to trenching operations. Silt fence must be removed at the time of final completion. NMID Contact: Dave Duvall -Water Superintendent 466-0663 C. All work shall be subject to final acceptance by the CITY and Owner, and, as applicable, ACHD, NHD and NMID. 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 agencies and owners and perform all necessary corrective work to the full satisfaction of the respective parties. No debris, soil, or other materials shall be allowed within the waterways unless specifically allowed by the Joint Agency Permits located in Appendix C. A Property Owner Release Form is included herein; see Document 00830, Appendix D. D. The CONTRACTOR shall maintain any and all storm and irrigation water conveyance during construction. CONTRACTOR is required to prepare an irrigation facility security plan, prepared by and Idaho licensed professional engineer, and submit to NMID prior to commencement of any construction. E. Approval of dewatering discharges to any surface waters has not been secured by the Owner. CONTRACTOR shall be required to obtain all other necessary approvals to any other location. F. All fences, irrigation facilities, utility services, landscaping, signs, power poles and other miscellaneous facilities, removed or altered during construction shall be replaced in-kind or restored to their pre-existent condition prior to final completion. Unless specifically called for on the Bid Schedule, this work shall be incidental to the contract, and no payment will be made unless item(s) are specifically listed on the Bid Form. G. Work shall be performed to minimize disruption to local residences, farming operations, and irrigation water delivery or conveyance. The CONTRACTOR shall maintain irrigation delivery to areas of landscaping that are not disturbed. Areas that are disturbed must be restored to the conditions described in Section 307 and in accordance with applicable permits. H. This work shall be completed to minimize disruption of traffic. Refer to SP-2138 and SP-2139. Traffic control must be approved and in-place prior to construction. The CONTRACTOR shall contact ACHD Traffic at 387-6190 after the "notice to proceed" date is established. Temporary surface restoration shall be maintained as required by ACHD until final surfacing is completed. Final surfacing shall be completed as specified in Section 307 of this document. Coordinate all McDermott Trunk Sewer Division 00820-2 work with affected property owners and agencies, and maintain a minimum of one vehicular egress/ingress access open at all times. I. In the event these specifications or special provisions conflict with any requirement, condition or provision of State or Federal agency permits, the State or Federal agency permit requirement, condition or provision shall prevail. J. No staging areas have been secured for this project. The OWNER also has potential staging area(s) off of Ustick Road. K. All Contractors working on the project are solely 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. Safety and protection of the Work remain the sole responsibility of the CONTRACTOR. McDermott Trunk Sewer Division 00820-3 OWNER'S REVISIONS TO THE STANDARD SPECIFICATIONS (ISPWC 2012 EDITION) AND SPECIAL PROVISIONS Section 201 — Clearing and Grubbing and Removal of Obstructions PART 3—WORKMANSHIP Part 3.2 shall be amended to include the following: F. Remove and Reset Fence 1. Where called for on the Plans, remove existing fence (regardless of type) and reinstall at the designated location. The existing fence material shall be protected and reused. Document condition of existing fence prior to removal. Fence shall be reinstalled in accordance with Section 2040 — Fencing. Additional material and hardware may be required to make a complete installation. Excess material not used shall be disposed of by the Contractor in accordance with Part 3.2. PART 4— MEASUREMENT AND PAYMENT Part 4.1 shall be amended to include the following: G. Remove and Reset Fence: By the lineal foot measured along the centerline of the reinstalled fence. Includes full compensation for all materials, labor and equipment necessary for completing the work and all appurtenances not itemized in the Bid Schedule. 1. Bid Schedule Payment References: 201.4.1.G.1. 2. Bid Schedule Description: Remove and Reset Fence (Type)_...lineal foot (LF) Section 203 — Soil Materials PART 2— MATERIALS Amend Part 2.1 to include the following: F. Waterway Soil Type S6: Native materials within the waterway crossing areas as shown on the Plans and excavated to the depth and stockpiled in accordance with the permits listed in Appendix C of these Specifications. Section 205— Dewatering PART 1 - GENERAL Amend Part 1.3 to include the following: D. Special Provisions relating to this Work. McDermott Trunk Sewer Division 00820-4 Amend Part 1.4.A to include the following: A. Submit to the Owner, Engineer, IDEQ and, if necessary, NMID a dewatering plan sealed by a licensed Idaho Professional Engineer and a statement of the method, installation and details of the dewatering system proposed. Submittal of a dewatering plan shall not be interpreted as acceptance or approval by the Owner or Engineer and shall include at a minimum: 1. Major components of the dewatering system including size, location and spacing and details. Include a description of a program that will be employed to verify dewatering performance before excavation and continued monitoring protocol during construction to comply with Idaho Water Quality Standards and the Construction General Permit (CGP). 2. Dewatering disposal or discharge locations, jurisdictional acceptance of discharge and capacity of receiving facilities to accommodate flows. 3. Prepare contingency plans for equipment or power failure, and higher than expected flows when capacity of planned discharge and disposal location may conceivably be exceeded. 4. Location and details of Best Management Practices (BMP's). 5. All permits obtained by the Contractor for the construction and operation of the dewatering system and permit conditions for approval to discharge. Add Part 1.6 1.6 PREPARATION A. Notify State and Federal agencies prior to initiating the work per the IDEQ permit requirements. B. Verify dewatering system performance in accordance with this Section prior to excavation. Continue dewatering until backfilling is completed. C. Employ temporary erosion and sedimentation control measures per this Section and comply with provisions of the approved SWPPP and Appendices A and B. Further guidelines for the SWPPP and Storm Water Management are included in SP-2216. PART 3—WORKMANSHIP Amend Part 3.1 to include the following: F. Prepare contingency plans for equipment or power failure, dewatering pump sanding, and unexpected flow conditions. G. Dewatering will be required for construction of the work. Wet and unstable soils will be encountered during excavation and proper dewatering will be critical during construction. Information related to groundwater and soil conditions can be found in the Geotechnical information located in Appendix E. McDermott Trunk Sewer Division 00820-5 H. The CONTRACTOR shall perform investigations, analysis, evaluations, and design as necessary to determine the soils ability to dewater, well point spacing and locations, and discharge points. I. No permits have been secured by the Owner for discharge to surface water other than the pending permit application for discharge to the Sky Pilot Drain. The Owner has not secured permission from landowners to discharge onto private property or private drains, or canals. The CONTRACTOR shall be responsible for securing any necessary permits and approvals based on the dewatering system used. Submit a dewatering plan to the Engineer and IDEA for review. In addition, submit the Dewatering Plan to affected irrigation/drainage district having jurisdiction. Replace the following paragraphs in Part 3.2: 3.2 CONSTRUCTION REQUIREMENTS A. Dewater and dispose of water in accordance with applicable ordinances, State water quality standards, and agreements in such a manner that it does not cause damage to public or private property or to cause a nuisance or menace to the general public. Operate dewatering system such that adjacent structures or property are not endangered by the reduction in the groundwater level. Do not discharge water to an offsite drainage facility without prior written approval from the operator of the facility. The discharge of storm water, surface water, groundwater, or subsurface drainage water to the sanitary sewer is prohibited. B. Portable power generation equipment shall incorporate noise suppression devices to reduce noise during non-work periods to a level of not more than 60 decibels as measured at the adjoining private property lines. C. Comply with Idaho Water Quality Standards, latest edition, for discharge of water to surface water. D. Draw static water level to at least two feet (2') below the bottom of and prior to excavation in accordance with the dewatering recommendations provided in the Geotechnical information found in Appendix E. E. The CONTRACTOR will be responsible for devising a system to achieve the required level of dewatering. The CONTRACTOR shall submit details of this plan as previously described in Part 1.4 of this Section. F. Compact native soil prior to placing foundation base materials for structures according to Section 305. G. Prevent softening of the bottom of the excavation and the formation of"quick" conditions or"boils" during excavation. The occurrence of such conditions, due to inadequate dewatering, will require over-excavation and subsequent backfilling of Type 1 3/4" crushed aggregate with geotextile wrap and as detailed on the Plans at no additional cost to the Owner. McDermott Trunk Sewer Division 00820-6 H. Maintain hydrostatic pressure in the trench at or near zero during installation of pipe and bedding. Draw static water level to at least two feet (2') below the bottom of the excavation for pipeline trenching and three feet (3') below the lowest point of excavation to maintain the undisturbed state of the foundation soils and allow placement of bedding, foundation and backfill materials to the required density. I. Additional costs for bottom stabilization, due to inadequate dewatering, and non- compliance with the performance specification included herein, as determined by the Engineer, will be considered incidental to the work. J. Install and operate the dewatering system so that adjacent structures or property are not endangered by the reduction in the groundwater level. Continue to operate the dewatering system to meet the requirements of these specifications until the impacted area is backfilled and compacted. K. Control surface runoff to prevent entry or collection of water in excavations. L. Contractor's superintendent shall routinely observe conditions in excavations where dewatering is being performed on a daily basis to verify performance requirements are being met and that conditions in the excavation are in accordance with the Contract Documents. M. If the Contractor elects to discharge to surface waters and obtains all necessary approvals and permits to do so, Contractor shall comply with IDEQ's monitoring requirements related to the surface water classification. Requirements may include: 1. Dewatering discharge water quality (turbidity, sediment) and quantity. 2. Dewatering discharge monitoring and sampling daily, weekly, and/or continuously as stipulated by IDEA, at any locations required therein. 3. Submission of monitoring and sampling report to the appropriate agencies. N. The Contractor shall provide sediment removal from dewatering discharges necessary to meet the water quality requirements of this Section. It is anticipated that at a minimum it will be necessary for the Contractor to use well points, sediment basins, geotextile dams, straw bales, and siltation channels to meet the water quality requirements. The location and type of water quality treatment facilities shall be shown on the dewatering plan. Water quality treatment facilities shall be removed and the disturbed area restored to original condition in accordance with the surface restoration requirements in Section 307 and the Contract Plans. The cost for construction, operation, maintenance, removal, and restoration of water quality treatment facilities, sediment basins or other methods utilized by the Contractor, shall be considered incidental to dewatering. O. Contractor is required to prepare and manage the approved SWPP plan. Dewatering discharge locations must be approved prior to construction. Fines incurred due to Contractor's failure to comply with all requirements of this section will be paid at no cost to the Owner. McDermott Trunk Sewer Division 00820-7 P. Notify the Owner's RPR of any observations that may jeopardize the Work or are not in accordance with the Contract Documents. Replace Section 3.3 with the following: 3.3 TERMINATION A. Allow groundwater to return to static level after all trench excavations are backfilled and compacted and structure excavations are backfilled and compacted. B. Prevent disturbance of the compacted backfill and prevent flotation or movement of installed pipelines or structures. C. Remove or abandon all temporary improvements associated with the dewatering system in accordance with these specifications and any applicable state and federal rules and regulations. D. Provide surface restoration as required to repair/replace any surface impacted by dewatering activities to a condition as good as or better than preconstruction conditions at no additional cost to the Owner. Surface rehabilitation performed as a result of dewatering activities is considered incidental and no additional payment will be made. E. Comply with any dewatering termination requirements of the City, State and Federal permits. Add the following to Part 3.4: D. The Contractor shall be fully responsible for complying with the water quality requirements. Contractor shall devise dewatering system to achieve such requirements. Such temporary facilities may be constructed on-site, as approved by the landowner, and will be required to be removed after completion. Captured sediment must be retained and disposed of at a site furnished by the Contractor. Discharging directly into adjacent surface waters without treatment shall not be permitted. Add the following at the end of the last sentence of Part 3.4.A: "...and applicable monitoring provisions of the CGP." Add part 3.6 as follows: 3.6 PROTECTION A. Dewater and dispose of water in a manner, which complies with State and Federal Regulations. B. Comply with all requirements for discharge rates, points of discharge, water quality, etc. McDermott Trunk Sewer Division 00820-8 C. Control surface runoff to prevent entry or collection of water in excavations, and to minimize erosion. D. Continue dewatering activities until final backfill of trench and structure excavations are complete. PART 4— MEASUREMENT AND PAYMENT Amend Part 4.1 to include preparation of dewatering and contingency plans as well as other necessary permits, labor, materials, or equipment required to complete this task as described. Section 301 —Trench Excavation PART 1 - GENERAL Amend Part 1.4 to include the following: D. Prior to disposal of waste material from the project, the CONTRACTOR shall provide a written approval from all property owners accepting material from the Project and releasing the Owner and Engineer from any responsibility for the material. Provide a release form to the Owner prior to disposal of material. Add Part 1.7 1.7 PREPARATION A. Notify State and Federal agencies prior to initiating the work and in accordance with permit requirements. B. Notify adjacent landowners per SP-2139. C. Verify dewatering system performance in accordance with Section 205 prior to excavation. Continue dewatering until backfilling is completed. D. Employ temporary erosion and sedimentation control measures per Section 205 — Dewatering, comply with agency permits, Appendix A, and the approved Project SWPPP. Further guidelines for the SWPPP and Storm Water Management are included in SP-2216. Add Part 1.8: 1.8 DESIGN REQUIREMENTS A. Temporary shoring systems will be required on all excavations and shall be designed to accommodate anticipated loading, groundwater, and soil conditions. Employ and deploy shoring/excavation support systems without causing damage to adjacent structures, features, or the Work. Submit shoring and trenching plan to the Engineer two weeks prior to trenching in areas shown on the Plans. Shoring designs shall be performed by State of Idaho licensed Professional McDermott Trunk Sewer Division 00820-9 Engineer if excavation depths exceed 20' or as required by OSHA. Minimum shoring design and performance criteria is provided in Appendix E— Geotechnical Report. PART 3 -WORKMANSHIP Amend Part 3.1.A to include the following: Trench details shall be as shown on the Plans. Amend 3.1.D to read: D. If the trench bottom is disturbed during excavation, compact to 95% maximum dry density as measured by ASTM D-1557 prior to placement of the bedding or foundation stabilization material. Cut out soft areas not capable of insitu compaction and backfill per the Geotechnical Report, Appendix E. Backfill and compact with Type 1 3/4" aggregate material with geotextile wrap as necessary and compact to density equal to or greater than the requirements of subsequent backfill material. Soft areas of subgrade resulting from a lack of dewatering shall be corrected at no additional cost to the Owner. Amend Part 3.7 to require all traffic control to also conform to the requirements set forth in the associated right-of-way permits. Amend Part 3.8 to include the following: E. A written release form, Document 00830, is provided in Appendix D. Add the following to Part 3.11: H. Travelable surface shall be maintained behind and ahead of pipe laying area to allow local landowner's access to their properties and access to those services listed in SP-2139 and as required by the right-of-way permits. The temporary surface shall be graded smooth with crushed rock surfacing, graded and maintained with water or other suitable treatment as necessary to minimize dust. Condition of travelable surface shall be maintained to the satisfaction of the jurisdictional roadway authority. Amend Part 3.12.A, Paragraphs 1 and 2 as follows: Replace the word "Engineer" with "the City of Meridian". Amend Part 3.12.A.3 to read as follows: 3. The trench must be completely backfilled at the end of each workweek, prior to weekends and holidays, and during shutdown periods. Safety and protection of the Work remains the sole responsibility of the CONTRACTOR. Amend Part 3.12.13 to include the following: Trench width shall conform to the details shown on the Plans. Costs associated with trench widths in excess of what is shown on the Plans will be borne by the Contractor and considered incidental to the Work. McDermott Trunk Sewer Division 00820- 10 Amend Part 3.15.13 to require groundwater dewatering to a level of at least two feet (2') below the trench bottom. Part 3.17.0 shall be amended to include the following: Prepare and submit a SWPP Plan and Narrative to the City of Meridian for review and approval. Refer to Appendices A, B, and C. Plan shall be prepared by a certified plan designer. PART 4— MEASUREMENT AND PAYMENT No separate measurement of payment will be made for trench excavation. The cost of this work shall be considered incidental to and included in the unit bid price for the gravity sewer. Section 304—Trench Foundation Stabilization PART 2 — MATERIALS Amend Part 2 to include the following: 2.4 GEOTEXTILE A. Geotextile shall be woven filter fabric. PART 3 —WORKMANSHIP Amend part 3.1.D to require compaction to at least 95% maximum density as measured by ASTM D-1557 Amend Part 3.2 to include the following: A. Place Type I bedding material in lifts no greater than 6 inches. B. Compaction shall be 95% per ASTM D-1557. C. In wet or unstable soils and/or excavations deeper than the static groundwater elevation, Type 1 3/4" aggregate shall be wrapped in geotextile meeting the requirements of Section 304.2.4. The geotextile shall be placed against the bottom and sides of the excavation prior to placing the foundation material. The geotextile shall not be torn, punctured, or noticeably stretched. The geotextile shall overlap a minimum of 12" on top of the foundation material. No other joints in the geotextile around the perimeter of the foundation material shall be permitted. Pipe bedding placement shall not disturb the overlap joint. Longitudinal joints in the geotextile along the pipe shall be installed with a minimum 12" overlap. PART 4 - MEASUREMENT AND PAYMENT No separate measurement of payment will be made for trench foundation stabilization. The cost of this work shall be considered incidental to and included in the unit bid prices for the gravity sewer. McDermott Trunk Sewer Division 00820- 11 Section 305 — Pipe Bedding PART 2 - MATERIALS Remove Part 2.3. Type II bedding will not be allowed. PART 3 -WORKMANSHIP Amend Part 3.1.A to require compaction to at least 95% maximum density as per ASTM D- 1557. Amend Part 3.11.A.1 to require Class A-1 Bedding for all gravity sewer pipes, unless otherwise specified. Loose lifts shall be placed to a maximum 6-inch depth prior to compaction. PART 4— MEASUREMENT AND PAYMENT No separate measurement of payment will be made for pipe bedding. The cost of this work shall be considered incidental to and included in the unit bid price for the gravity sewer. Section 306 —Trench Backfill PART 1 - GENERAL Amend Part 1.4 to include the following: B. Submit a Contractor Quality Control Plan (CQCP) that delineates the Contractor's proposed plan to meet the compaction standards included herein and in accordance with the Geotechnical Evaluation prepared by AIIWest, dated March 28, 2019, and included in Appendix E. Amend Part 1 to include the following: 1.7 COORDINATION A. Notify the City prior to commencing work. B. Obtain permitting from and notify ITD, ACHD and NHD (as appropriate) per their permitting requirements prior to commencing work within their right-of-way. PART 2 - MATERIALS Replace Part 2.2.A as follows: A. Excavated trench material free from cinders, ashes, refuse, organic and frozen material, cobbles or boulders with a greatest dimension exceeding 8 inches, or other unsuitable materials. It is anticipated that some native excavated materials may be suitable for trench backfill with proper moisture conditioning. Materials excavated from below the water table must be adequately conditioned for reuse in trench backfill. McDermott Trunk Sewer Division 00820- 12 Replace Part 2.2.0 as follows: C. If suitable native material, as determined by the pertinent roadway jurisdiction, is not used for backfill, import suitable backfill material at no additional cost to the Owner. Add Part 2.2.D as follows: D. Imported trench backfill material must be used in areas under Nampa Highway District jurisdiction Replace Part 2.3.A as follows: A. Trench backfill above water table: 6-inch minus uncrushed aggregate, <30% retained on %-inch sieve, :515% passing No. 200 sieve, non-plastic. B. Trench backfill below water table: 6-inch minus uncrushed aggregate, <_10% passing No. 4 sieve, <_5% passing No. 200 sieve, non-plastic. PART 3 -WORKMANSHIP Amend Part 3.1.E to refer to the typical trench detail included in the Plans. Amend Part 3.1 to include the following: F. Provide access to the trench during construction when required by the Engineer or representative of appropriate jurisdictional agency for testing and observation of the work. G. Verify fill materials to be reused are acceptable. Amend Part 3.2.A to require compaction to at least 95% maximum density as measured by ASTM D-1557 in the case of the trench bottom disturbance. Amend Part 3.2 to include the following: F. Employ temporary erosion and sedimentation control measures per Section 205 — Dewatering and the approved SWPPP. Amend Part 3.3.B. to include the following: 1. Require 95% compaction per ASTM D-1557 from top of bedding to subgrade. All compaction testing will be considered incidental to the related gravity and pressure sewer pay items. 5. Type A-1 compaction only. 6. CONTRACTOR shall bear all costs associated with compaction testing and re-testing that are not provided by ACHD. The Contractor shall be responsible for the minimum testing frequency as follows: McDermott Trunk Sewer Division 00820- 13 a. Horizontal Location: Test at start of trench with subsequent tests a maximum of every five hundred (500) feet. Test a minimum of two locations in trenches less than five hundred (500) feet in length. Street crossings shall be tested at a minimum of two (2) locations for each vertical location specified below, or as required by pertinent roadway jurisdiction. b. Vertical Location: At every horizontal location, obtain one test at half the depth of one trench, one test at the top of the trench, and subsequent test(s) at locations where materials or construction procedures change. Test at additional lift locations as required by pertinent roadway jurisdiction and the City of Meridian. Amend Part 3 to include the following: 3.7 BACKFILL SYSTEMS APPLICATION A. Type A trench backfill system with Type A-1 Compaction per Part 3.3 shall be utilized for all sewer pipe trench backfills. PART 4— MEASUREMENT AND PAYMENT No separate measurement of payment will be made for trench backfill. The cost of this work shall be considered incidental to and included in the unit bid price for the gravity sewer. Section 307—Street Cuts and Surface Repairs PART 1 — GENERAL Amend Part 1.4 to include the following: C. Submit Form 00830 - Property Owner Release for associated work. See Appendix D. Amend Part 1 to include the following: 1.8 SURFACE REPAIR ON PRIVATE PROPERTIES A. The Owner has not secured construction easements other than any shown on the plans. Provide construction coordination and adhere to surface repair requirements on or adjacent to private properties. B. Take photographs and or video to document existing conditions of structures, landscaping, surfaces, and other improvements on private properties. Provide copies to the Engineer prior to start of work. McDermott Trunk Sewer Division 00820- 14 C. Give the property owners fourteen (14) days notice prior to commencing work on their property(ies). D. Obtain a written release from the property owner (Form 00830) indicating that the surface restoration and site cleanup has been completed satisfactorily. Submit release forms to Engineer. Partial payment shall not be considered until release has been obtained. E. Site cleanup and surface restoration shall be a continuous and ongoing process. Final site restoration shall be completed within 10 days of completing pipe installation on or adjacent to the property. F. Erect temporary safety barriers and/or fences to adequately secure the construction area from the remainder of the private property. PART 2 — MATERIALS All street cuts and surface repairs shall conform to the Technical Specifications and Plan details, in addition to ACHD revisions to the standard specifications where located in the public rights-of-ways. In the case of conflicting requirements, the more stringent standards shall apply. Amend Part 2.2.A to including the following: Plant Mix Pavement SP-3, PG 70-28 shall be used or equivalent as approved by pertinent roadway jurisdiction. The aggregate shall be in accordance with Section 803 and shall have a nominal maximum size of 1/2". Amend Part 2.3 to include the following: Aggregate base for street restoration shall be 3/4" crushed aggregate base course Type I in accordance with Section 802. Aggregate subbase for street restoration shall be 6" minus uncrushed aggregate in accordance with Section 801. Add the following Section to Part 2: 2.7 RESTORATION FOR WATERWAY CROSSINGS A. In areas designated as "incidental with waterway crossing" on the Plans, the top twelve inches (12"), or greater as required by the permits located in Appendix C, of the existing native excavated materials (Type S6) shall be reused. B. Waterway bank vegetation disturbed by the Contractor adjacent to the crossing shall be revegetated with plant species per the requirements of the State and Federal permits located in Appendix C to establish growth density equal to or greater than preconstruction conditions. PART 3 -WORKMANSHIP Delete Part 3.1.C. McDermott Trunk Sewer Division 00820- 15 Amend Part 3.1.D to include the following: D. Unless otherwise approved by the Engineer, the following surface restoration timelines shall apply. In all locations, except within paved streets, surface restoration shall be completed within 10 calendar days after the last run of pipe has been tested, and accepted by the Engineer. Surface restoration within paved streets shall be completed within 10 calendar days after the last run of pipe has been tested, and accepted by the Engineer. In cases where inclement weather prevents final "Full Width" restoration, temporary surfacing shall be placed as required in Part 3.7. If these surface restoration timelines requirements are not met, the CONTRACTOR shall stop pipe-laying operations until such time as these requirements are met. Amend Part 3.5 to including the following: C. D. Miscellaneous Surface Restoration (Cultivated Field) 1. Restore surface in accordance with Section 306.3.4.D Topsoil and Finish Work except as amended herein. All work is subject to the approval of the Engineer and landowner. 2. All topsoil, to nominal 18" depth and within the permanent and temporary construction easement shall be removed and stockpiled as directed by Section 201 prior to construction. 3. Place topsoil over temporary construction easement to a minimum depth shown on the Plans or greater to match existent surface elevations prior to construction completion. Topsoil shall meet requirements of Section 203 for Topsoil Type S1, and shall be approved by the landowner. Screen material as necessary to meet requirements in addition to removing all rock greater than 2 inches in diameter. CONTRACTOR shall fine grade topsoil and ensure original grading to pre-existing irrigation patterns to the full satisfaction of the landowner and/or tenant farmer, and Engineer. E. Miscellaneous Surface Restoration (Dirt Road) 1. Restore surface in accordance with Section 306.3.4.D Topsoil and Finish Work except as amended herein. All work is subject to the approval of the Engineer and landowner. 2. Within the limits of the Dirt Road, the surface shall be graded smooth and compacted to provide a surface sufficient for driving at a minimum width of 10 feet. Surface shall be free of rocks larger than 2 inches in diameter and vegetation. 3. Dirt Road surface restoration also includes the Natural Ground surface restoration and/or Cultivated Field surface restoration for areas adjacent McDermott Trunk Sewer Division 00820- 16 to dirt roads which may not be called out separately on the plans. Any disturbed surface area adjacent to dirt roads shall be restored per the requirements for Natural Ground and Cultivated Field surface restoration. Amend Part 3.7 to read "TYPE "C" SURFACE RESTORATION (Gravel Approaches)." Amend Part 3.7.A to read "Restore gravel surfaces removed during trenching operations or where a gravel driveway approach is required and specified for finished grade." Amend Part 3.7.13 to require trenching per the typical detail included in the Plans. Amend Part 3.7.0 to specify a compacted gravel depth in accordance with the Plan details. Amend Part 3.7.E to require compaction measurement per ASTM D-1557. Amend Part 3.10.D and E. to require minimum surfacing thickness shall be as shown on the Plans. Amend Part 3.10.C. to require compaction of base course to 95%, ASTM D-1557, surface restorations, or in accordance with the ACHD or NHD (as applicable), whichever is more stringent. Part 3.10. Amend to include the following: G. All trenches in asphalt pavement shall have crushed aggregate base level with adjacent asphalt pavement, graded smooth, and compacted at the end of each workday, except as otherwise required herein. Temporary gravel patches shall be maintained smooth and free of holes, depressions, or other surface irregularities until the permanent restoration is complete. The CONTRACTOR shall provide water for dust control until permanent surface restoration is complete. Placement and subsequent removal of temporary gravel surfacing, maintenance of temporary surfacing, and water for dust control shall be considered incidental with the surface repair Bid Items of Section 307. Temporary patches shall also comply with ACHD's or NHD's requirements (as applicable). H. Conform to ACHD or NHD (as applicable) and Section 810 weather limitations for plant-mix pavement placement. If weather limitations for plant mix asphalt cannot be met during contract time, remove 2" surfacing and replace with 2" depth temporary cold mix asphalt surfacing until acceptable weather conditions occur. Placement and subsequent removal of temporary gravel surfacing shall be considered incidental with the surface repair Bid Items of Section 307. Temporary patches or surfacing shall be maintained smooth, free of holes, depressions, or other surface irregularities until the permanent patch or surfacing is installed. Temporary cold mix asphalt surfacing shall be incidental with full width surface restoration bid items. I. All asphalt match lines for pavement repair shall be parallel and/or perpendicular to the center line of the street and include any area damaged by equipment during trenching operations. McDermott Trunk Sewer Division 00820- 17 J. CONTRACTOR shall replace the pavement surface to ensure match line does not fall within the wheel path of a lane. K. Flowable fill or imported material may be required if the native trench material is deemed unsuitable by ACHD Inspector, does not meet compaction standards, or time is a critical factor. L. Any exceptions to these rules shall be pre-approved in writing by ACHD Staff before construction begins. M. Saw cut all edges of pavement removal areas. Saw cut full depth of asphalt pavement. Add the following Section to Part 3: 3.14 WETLAND SURFACE RESTORATION (INCIDENTAL WITH WATERWAY CROSSING) A. Complete restoration work in compliance with requirements set forth in the State and Federal permits located in Appendix C and these Specifications. b. Replace excavated native topsoil to a depth of at least twelve inches (12"), or greater as required by the permits located in Appendix C. Compact to 85% relative dry density compaction per ASTM D-1557. Allow slight mounding over top of trench. Restoration shall be an ongoing process. Upon placement of topsoil, the restoration area shall be protected from further construction activities. No equipment of vehicular travel will be allowed. C. Waterway bank vegetation disturbed by the Contractor adjacent to the crossing shall be revegetated or seeded with native grass and shrub species to establish growth density equal to or greater than preconstruction conditions, unless otherwise specified in applicable permitting requirements located in Appendix C, upon completion of topsoil replacement. Provide initial watering and approved fertilizer application if recommended by the agency specifying plant product species. d. Employ erosion control blankets or other temporary side slope stabilization measures as required by the approved SWPPP and the permits located in Appendix C. e. Place and shape top backfill material within 0.2 foot plus, 0.0 foot minus of pre- construction levels, grades, and contours. Contractor shall survey crossing as necessary to establish preconstruction elevations. PART 4 - MEASUREMENT AND PAYMENT Amend Part 4.1 requiring that areas disturbed by the CONTRACTOR, but not immediately over new pipe as installed or otherwise identified as a pay item shall be repaired to these standards. The type of surface restoration or combination of types, called out on the plans signifies the primary type(s) of surface restoration required for work above the pipe and within the easements. It is expected that some additional Natural Ground surface restoration will be required adjacent to the surface restoration called McDermott Trunk Sewer Division 00820- 18 out on the plans. No separate measurement or payment will be made for this surface repair and the cost of this work shall be considered incidental to and included in the unit bid price for the related surface restoration bid items. Add the following to Part 4.1.A. 9. Bid Schedule Payment Reference: 307.4.1.A.9 10. Bid Schedule Description: Miscellaneous Surface Restoration (Dirt Road)...linear feet (LF). 11. Bid Schedule Payment Reference: 307.4.1.A.11 12. Bid Schedule Description: Miscellaneous Surface Restoration (Cultivated Field)...acre (AC). Amend Part 4.1.E.1 Bid Schedule Description to read "Type "C" Surface Restoration (Gravel Approach)...square yard (SY)." Section 308 — Boring and Jacking PART 1 — GENERAL Revise Part 1.1 to include: Bore and jack steel casing sleeves under the Eight Mile Lateral and Sky Pilot Drain crossings. Add Part 1.7 GENERAL DESIGN PERFORMANCE REQUIREMENTS: A. The CONTRACTOR is responsible for the design of a boring/tunneling system and all ancillary systems to achieve the final constructed work elements and elevations as contemplated by the Contract Documents. B. Casing sizes shown on the Plans shall be considered nominal. If the Contractor's means or methods require a larger diameter casing, the Contractor shall submit to the Engineer for review. No additional payment will be made for casing modifications from the nominal sizing and thickness shown on the Plans and requirements described in these specifications. C. Design casing pipe for service earth pressure, jacking forces, factors of safety, and other pressures present plus H2O loading with associated recommended impact factors. Casing joints shall be watertight. Design shall be performed by a State of Idaho licensed Professional Engineer. D. Design jacking and receiving pits, bracing, backstops, for structural loads required to advancing a uniform load to the casing pipe at the required advancing speed. Refer to the Geotechnical Report in Appendix E for shoring design requirements. McDermott Trunk Sewer Division 00820- 19 E. The casing installation shall be installed in such a manner which shall not cause ground subsidence and shall remove or crush cobbles if encountered. Pressure grout void outside casing if created. F. Contractor is fully responsible in field verifying actual locations of all utilities within the work zone. Contractor shall maintain service of all existing utilities and irrigation facilities. G. Comply with OSHA, state and local requirements for providing a safe and stable excavation, protection of the work, and adjacent properties and structures. H. Support excavation faces to protect the work and adjacent properties and structures from damage. I. Employ and deploy shoring/excavation support structures, without causing damage to nearby structures, roadway or utilities. PART 2— MATERIALS Amend Part 2.1.A to include that all sleeve installations shall be in accordance with the local, state and federal permits referenced in the Appendices. Amend Part 2.2.A as follows: Conform to ASTM A252 with minimum wall thickness or thicker as shown on the Plans. Submit casing manufacturer certification of compliance with these specifications. Amend Part 2.2.B as follows: Diameter of steel casing pipe shall conform to the details shown on the Plans. Amend Part 2.3.B as follows: At the discretion of the Engineer, provide grout ports within the pipe wall with no fewer than four (4) holes per 20 feet of casing pipe and spaced no closer than 120 degrees apart. Grout ports are to be 1-1/2" to 2" diameter with check valves installed. Grout hole placement shall be equally spaced along the axis of the pipe and the grout connections through the casing pipe are to be plugged. Grout for filling the void between the casing pipe and the soil shall consist of Portland cement, water and fluidizers as required to produce a satisfactory pumpable grout with a minimum 7-day compressive strength of at least 500 psi. Amend Part 2.4.A as follows: Natural skids such as redwood or cedar are not allowed. Casing spacer shall be stainless steel, PSI model "S12GN2" centered restrained or prior approved equivalent. Casing spacers shall be designed to provide 1.00" clearance between runner and top of the casing wall. Runner height shall be sufficient to resist pipeline flotation. Minimum number of runners shall be as shown on the Plans. McDermott Trunk Sewer Division 00820-20 Amend Part 2.4.A and B to refer to the details shown on the Plans. Amend Part 2.5.A as follows: Carrier pipe shall be in accordance with Section 505 and shall be as shown on the Plans. Carrier pipe installed inside casings shall have joint restraints. Amend Section 308 to include the following: 2.6 ANNULAR SPACE BACKFILL Refer to City of Meridian Supplemental Specification 2.6. 2.7 END SEALS A. End seals shall be PSI Model "C" or approved equivalent for sleeves where a carrier pipe is installed. 2.8 JOINT RESTRAINTS A. Carrier pipe bell and spigot joints within casings shall be mechanically restrained. PART 3 —WORKMANSHIP Amend Part 3.1 to include: 3.1 GENERAL REQUIREMENTS A. Bore or jack, as necessary, at the locations indicated in the Contract Documents and staked in the field for the installation of pipelines, services, utilities and ancillary items. B. Call One-Cal/Dig-Line for locates. C. Identify required lines, levels, contours, and datum. C. Verify location of potentially conflicting utilities and pipelines. D. Adhere to all requirements of the applicable permitting authorities, refer to Appendices. E. Coordinate with utility owners and the Owner to allow relocation of utilities and pipelines, if necessary. F. Allow for uninterrupted and continuous use of surrounding utilities and pipelines as specified elsewhere. G. Verify dewatering performance as required in Section 205. McDermott Trunk Sewer Division 00820-21 H. Underpin or shore up adjacent structures which may be damaged by excavation work, including utilities. I. Dewater area in accordance with Section 205. J. Employ a designed shoring system. Utilize interlocking sheet piling, soldier piling, guide rail systems, or other prefabricated access pit forms constructed of segmented panels. Provide all necessary measures to support adjacent cut slopes, pavement, utilities or structures existing outside of pit excavation. Install to allow removal of temporary shoring system upon completion of the work, without imparting settlement or voids. Continuously monitor shoring system performance. All excavated faces shall be shored. K. Jacking and receiving pits shall be excavated to the minimum size required to perform the work within the rights-of-ways and/or construction easements shown on the Plans. Design all shoring and jacking restraints systems required to complete the work and to conform to OSHA local and state regulations. Design temporary restraints and/or bypass systems to maintain functioning of existing utilities in the construction area. All pits left exposed overnight shall be adequately barricaded. Adequate reflectors/warning lighting shall be provided. Provide additional vehicular barriers as required by ACHD. All aspects of safety issues are the sole responsibility of the Contractor. L. Steel casing shall be installed to the lines and grades shown on the Plans. Variation from line and grade of the casing shall not exceed those established for the gravity sewer (carrier pipe) or reduce the sewer grade below those shown on the Plans. M. The casing shall be installed in such a manner not to cause ground subsidence or voids. File daily reports with the Engineer when boring work is being completed. Amend Part 3.5.13 to include the following: 4. In addition to the requirements for the boring and jacking plans shall include: A. Field verify location and depths of existing utilities in the crossing area and submit with crossing plan. B. Provide a description of the monitoring and protocols for determine the presence of voids outside of the installed casing. Document existing conditions of the waterway prior to proceeding with the work and file with crossing plan. Amend Part 3.5.D to include: Monitor the quantity of material excavated from the casing installation to ensure no caving or undermining occurs. Amend Part 3.51. to require bore pits to be backfilled using Type A-1 trench backfill system as specified in Section 306. Amend Part 3 to include: McDermott Trunk Sewer Division 00820-22 3.6 CASING SLEEVE INSTALLATION A. Utilize open trenching to install casing sleeves to the line, grade and elevations as indicated on the Plans. Install casing sleeve using SD-301 typical trench detail, with Type A-1 bedding system. B. Install casing spacers/insulators per manufacturer's recommendations and the details shown on the Plans. Insure no floatation is allowed from inside of the casing to the runner height. Casing spacers shall be aligned and uniformly distribute weight. C. For sleeves to accommodate future utilities, install steel caps on both ends of the steel sleeves. Seal weld water tight. PART 4— MEASUREMENT AND PAYMENT Delete Part 4. Any borings shall be paid for under Special Provision SP-2220. Section 405— Non-Potable Water Line Separation PART 3 —WORKMANSHIP Amend Part 3.2.A to require a minimum of horizontal separation of 50 feet between water system wells and all non-potable water lines and force mains. Amend Part 3.2.13 to include the following: C. Well Separation: When 50-feet of horizontal separation cannot be maintained, non-potable water lines must be sleeved according to SP-2223. Section 501 — Gravity Sewers PART 2 - MATERIALS Amend Part 2.1 to require gravity sewer pipe be solid wall, PS 46, PVC pipe conforming to the requirements of Part 2.2.B. PART 3 -WORKMANSHIP Amend part 3.2.0 to require dewatering to two feet (2') below the lowest point of excavation. Add the following to Section 3.2.Q. 1. Under no circumstances shall the installed grades be less than the design grades shown on the Plans. Exercise extreme care in maintaining grade control. PART 4 - MEASUREMENT AND PAYMENT McDermott Trunk Sewer Division 00820-23 Amend Part 4.1.13 to include all required testing including CCTV and trench backfill compaction testing, as well as any trench foundation stabilization that may be necessary during construction. Section 502— Manholes PART 2— MATERIALS Add the following to Part 2.1: D. Pre-caster shall supply concrete footings if deemed necessary per the buoyancy calculations. E. Manhole frames, covers, and other accessories shall be in accordance with ISPWC and as shown on the Plans. PART 3 -WORKMANSHIP Amend Part 3.3.A to include the following: 4. Due to the depth and groundwater conditions anticipated for all manholes on the project, the Kor-N-Seal connection will require the following installation requirements: a. Model # S206-34 connector with double wedges. b. Inlet pipe connection angle must be straight with a maximum deflection of 2°. C. Inspect the I.D. of the piping hole and repair any voids. Apply Sikaflex 1A or equivalent to the I.D. surface of the hole in the band area. Allow the Sikaflex 1A material to setup for'/2 day or overnight before full torque of the wedges. d. Upgrade hose clamps to power gear clamps. e. Apply Sikaflex 1A between the pipe O.D. and the I.D. of the connector in the hose clamp area. Amend Part 3.3.E as follow: E. Do not grout interior of boot. Part 3.5.13 shall be amended to include construction variation of invert elevation to be within 0.05 feet of design elevations. Variation must not reduce the minimum sewer grades shown on the Plans. Part 3.12.A shall be revised to require all manholes to be vacuum tested. PART 4— MEASUREMENT AND PAYMENT Amend the Part 4.1.A.2 Bid Schedule Description to read "Sanitary Sewer Manhole — Size , Type ...each (EA)." McDermott Trunk Sewer Division 00820-24 Amend Part 4.1.F to read as follows: F. Connection to Existing Manhole/Sewer: Connection to existing sewer/manhole shall be on a per-each basis, regardless of type, size of connection. Payment shall include all equipment, labor, tools, materials, piping, couplings, fittings, core drilling, manhole adapters, demolition, manhole channel reconstruction, line plugging, and all other necessary items for a complete installation. 1. Bid Schedule Payment Reference: 502.4.1.F.1 2. Bid Schedule Description: Connect to Existing Sewer Manhole........Each (EA). Section 601 — Culvert, Storm Drain and Gravity Irrigation Pipe Amend Part 1.5 to include the following: C. Existing structural deficiencies shall be recorded by the CONTRACTOR and verified by governing irrigation, drainage or roadway jurisdiction before beginning work. PART 2 - MATERIALS Amend Part 2.2.H as follows: 1. Minimum Class III. Add Part 2.2.0 as follows: 0. Solid Wall PVC Pipe Sizes 8 inch to 36 inch: AWWA C 900. 2. Pressure Class: As indicated in the Contract Documents. 3. Joints: Elastomeric gasket joints with ASTM F 477 with elastomeric gaskets. PART 3—WORKMANSHIP Part 3 shall be amended to include the following: 3.6 REMOVE AND REPLACE CULVERT A. CONTRACTOR shall install the new culvert at the invert elevations of the culvert that was removed. Contractor shall document invert elevations prior to removal. B. Open trench culvert replacement of facilities operated by an irrigation district will only be allowed outside of the irrigation season and in full accordance with applicable irrigation district irrigation district Permits and License Agreement provisions. McDermott Trunk Sewer Division 00820-25 PART 4— MEASUREMENT AND PAYMENT Amend Part 4.1 to include the following: B. Remove and Replace Culvert: Per linear foot to match the size and material indicated on the Plans. 1. Bid Schedule Payment Reference: 601.4.1.B.5 2. Bid Schedule Description: Remove and Replace Culvert— Size , Shape , Material Class ... Linear Foot (LF). Section 703 — Cast-in-Place Concrete See Plans for cast-in-place concrete specifications. PART 3 -WORKMANSHIP Amend Part 3 to include the following: 3.6 FIELD QUALITY CONTROL A. This section shall take precedence over ISPWC, Section 703, Part 3.6. B. Field inspection and testing will be performed in accordance with ACI 301 and provided by the CONTRACTOR. C. Submit proposed mix design to testing firm for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. E. Three concrete test cylinders for each load of 10 cubic yards of concrete or less and one set of three concrete test cylinders for each additional 10 cubic yards or fraction thereof. One set of the test cylinders shall be cured under job conditions and two in an approved laboratory. One cylinder shall be tested for compressive strength in seven days, and the remaining two cylinders at 28 days. Test cylinders shall be made, cured, stored and delivered to the laboratory in accordance with ASTM C31 and tested in accordance with ASTM C39. F. One slump test will be taken for each set of test cylinders taken. G. Air Entrainment Test: Accurately measure the amount of entrained air using ASTM C-173 or ASTM C-231 testing method for all concrete pours. One test will be taken for every set of test cylinders taken. Amend Part 3.8 to read as follows: 3.8 DEFECTIVE CONCRETE McDermott Trunk Sewer Division 00820-26 A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Engineer for each individual area. Amend Part 3 to include the following; 3.9 SAWCUTTING A. Demonstrate to the satisfaction of the Engineer, prior to commencing Work, that sawcutting machinery and personnel are capable of completing this Work in accordance with the Contract Documents. B. Minimize overrun at corners when sawcutting and fill slots with epoxy adhesive. C. Coat cut faces with Carboline Bitumastic 300M to protect exposed rebar. D. Cuttings must be disposed of off-site. E. All sawcuts shall be neatline vertical and horizontal. Section 704— Precast Concrete PART 2 - MATERIALS Part 2.1.A, shall be amended to read all cement used on the project shall be Type II Modified Portland Cement, in accordance with ASTM C150. Add Part 2.8 2.8 PRECAST CONCRETE STRUCTURES AND VAULTS A. Precast concrete structures and vaults shall conform to the details shown on the Plans. Section 706 — Other Concrete Construction PART 1 - General Amend Part 1 to include: 1.6 CONCRETE REPAIR OF PRIVATE IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY A. Any private concrete improvements damaged on private property or public right- of-way during construction must be replaced by the CONTRACTOR. The Owner has not secured the construction easements on private properties except as shown on the Plans. Limits of rights-of-way and easements are generally shown on the Plans. CONTRACTOR must obtain necessary easements to complete McDermott Trunk Sewer Division 00820-27 the repairs on private property. This does not relieve the CONTRACTOR's responsibilities as stated in this Specification and elsewhere in the Contract Documents. Provide construction coordination and adhere to surface repair requirements on or adjacent to private properties. B. Take photographs and/or video to document existing conditions of structures, landscaping, surfaces, and other improvements on or adjacent to private properties. Provide copies to the Engineer prior to start of work. C. Give the property owner fourteen (14) days notice prior to commencing work on their property(ies). D. Obtain a written release from the property owner (Form 00830) indicating that the surface restoration and site cleanup has been completed satisfactorily. Submit release forms to Engineer. Partial payment shall not be considered until release has been obtained. E. Site cleanup and surface restoration shall be a continuous and ongoing process. Final site restoration shall be completed within 10 days of completing pipe installation on or adjacent to the property. F. Erect temporary safety barriers and/or fences to adequately secure the construction area from the remainder of the private property. PART 3 -WORKMANSHIP Amend Part 3.6 to include the following: F. Concrete that is damaged or removed during construction shall be replaced in-kind to the satisfaction of the property owner. Section 810 — Plant Mix Pavement PART 1 — GENERAL Add the following to Part 1: 1.4 Submittals: Contractor to submit a mix design to ACHD for approval prior to placement. PART 2 — MATERIALS Amend Part 2.1 CLASSIFICATION to include the following: Plant mix pavement shall be '/2" Superpave HMA Class SP-3 (PG 70-28 binder grade). Amend Part 2.4 ANTI-STRIPPING ADDITIVE to include the following: Asphalt shall have 0.5% anti-strip added at the refinery. PART 3 —WORKMANSHIP McDermott Trunk Sewer Division 00820-28 Amend Part 3.7.0 to include the following: Apply CSS-1 tack coat to existing asphalt at pavement matches, and along vertical faces of curb and gutter. PART 4 - MEASUREMENT AND PAYMENT Amend Part 4.1. to include the following: Paved Driveway Approach includes excavation, eight (8) inches of crushed aggregate for base, Type 1, and 2.5 inches of plant mix pavement. Aggregate placement shall be in accordance with Section 802. 5. Bid Schedule Payment Reference: 810.4.1.A.5. 6. Bid Schedule Description: Paved Driveway Approach...square yard (SY) Section 1103—Construction Traffic Control PART 1 — GENERAL Amend Part 1.1.A to state the Contractor is responsible to furnish, erect, maintain and relocate all necessary traffic control devices as required to complete the Work and as required by ITD, ACHD or NHD (as applicable). The Contractor shall provide and pay for creation and implementation of the Traffic Control Plan (TCP) and any related permits. Costs for this work shall be considered incidental to the Traffic Control pay item listed in the Bid Schedule. PART 3 —WORKMANSHIP Amend Part 3.1.13 to require that the CONTRACTOR obtain a construction right-of-way permit from ITD, ACHD and NHD for all applicable work in public rights-of-ways a minimum of 48 hours prior to construction. CONTRACTOR shall comply with ITD, ACHD or NHD requirements and permit provisions in addition to these Specifications. CONTRACTOR shall obtain an approved Traffic Control Plan (TCP). Any deviation from the approved TCP will require submittal and approval from ITD, ACHD and NHD prior to implementation. Contact affected residences and other entities listed below and identified elsewhere in the contract documents a minimum of two (2) weeks prior to any construction activities. These entities include but are not limited to: 1) Property owners adjacent to construction. 2) Nampa & Meridian Irrigation District. Replace the following in Part 3.1: F. The CONTRACTOR shall minimize time for the traffic detours. If any major arterial is open to traffic, but the traffic is constricted to one lane, flaggers are required to control traffic through the work zone. Flagging will be considered incidental to the Traffic Control pay item listed in the Bid Schedule. McDermott Trunk Sewer Division 00820-29 Amend Part 3.1 to include the following: L. The CONTRACTOR shall provide two 24-hour contacts for traffic control, including names, addresses, phone numbers, 24-hour pager numbers, and cell phone numbers. The CONTRACTOR shall be responsible for responding to complaints regarding project traffic control at all times. Response to traffic control complaints shall be incidental to and the cost included in the unit bid price for traffic control. On failure of the CONTRACTOR to respond to traffic control complaints within 1-hour, the Owner may correct any traffic control deficiencies and the cost will be withheld from the CONTRACTOR's payment. A minimum of two hours shall be charged for each occasion and shall include the cost of labor, equipment, materials, administrative, rentals, and other expenses. M. The CONTRACTOR shall not commence daily construction activities, or continue construction activities, if traffic control has not been placed or maintained in accordance with the approved traffic control plan. N. The CONTRACTOR must notify emergency response agencies of all traffic closures and detours and update them of any changes a minimum of 48 hours in advance. O. Vehicular access to all residences, and the NMID's Eight Mile Lateral (during irrigation season) access must be maintained at all times. Coordinate trenching and surface repair operations with all affected landowners. Section 1104— Permanent Pavement Markings PART 3 —WORKMANSHIP Amend Part 3.2 to include the following: F. CONTRACTOR shall locate, dimension, and document all pavement markings and stripes, including color, prior to excavation or other roadway disturbance. Striping and other pavement markings that are damaged during construction shall be replaced to the same dimensions, locations, and colors that were in place prior to construction or as otherwise required by ITD, ACHD or NHD. All costs associated with this work shall be considered incidental to surface restoration pay items. Section 2010 — Mobilization PART 4 - MEASUREMENT AND PAYMENT Amend Part 4.1.A to delete the first paragraph of this section and replace with the following: Mobilization: By the lump sum basis and shall not exceed five (5) percent of the contract amount of the base bid schedule. There shall be no measurement for Mobilization. Allowable partial payment of mobilization is as follows: 1) Payment of fifty (50) percent of Mobilization Bid Price shall be made on the first monthly progress estimate. 2) Payment for the remaining fifty (50) percent will be made when all equipment is removed, testing and final clean-up is McDermott Trunk Sewer Division 00820-30 complete, property owner release is documented and final contract closeout is accepted by the Owner. McDermott Trunk Sewer Division 00820-31 SPECIAL PROVISIONS SP-2110 — Summary of Work PART 1 GENERAL 1.1 SECTION INCLUDES A. General description of work. B. Contractor use of site and premises. C. Work sequence. D. Owner occupancy. E. Applicable standards. 1.2 GENERAL DESCRIPTION OF WORK A. The Owner will award a contract for the complete project as described in the contract documents. The project generally includes: 1. Construction of 8", 10" and 30" PVC gravity sewer main and surface repairs. 1.3 CONTRACTOR USE OF SITE AND PREMISES A. Limit use of site and premises: 1. Reduce impacts to adjacent properties and business operations. 2. Minimize disruption of traveling public. B. Construction operations limited to limits of rights-of-way, work limits, and easements and as shown on the Plans. C. Time Restrictions for Performing Work. Work shall be restricted to weekdays, except City of Meridian and/or State of Idaho holidays unless authorized by the jurisdictional agencies. No work shall be performed on weekends unless authorized by the City of Meridian and ITD, ACHD or NHD (as applicable). 1.4 WORK SEQUENCE A. Construct work in an orderly and timely manner and minimize vehicular traffic disruption and disturbance to adjacent properties and businesses. Accommodate traffic and access requirements during the construction period. Coordinate construction schedule and operations with Owner. B. Initiate work sequenced as agency permitting is secured. McDermott Trunk Sewer Division 00820-32 C. Refer to the Contract Documents for specific work restrictions. 1.6 APPLICABLE STANDARDS A. Comply with all applicable local, state, and federal standard codes and regulations. B. Comply with the requirements of any other necessary permits. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION McDermott Trunk Sewer Division 00820-33 SP-2125— Measurement and Payment PART 1 GENERAL 1.1 SECTION INCLUDES A. General Description of Measurement and Payment. B. Specific Descriptions of Measurement. 1.2 GENERAL DESCRIPTION OF MEASUREMENT AND PAYMENT A. Measurement and payment for Items listed on the Bid Schedule shall conform to the ISPWC and subsequent revisions listed in the Revisions to the Standard Specifications, unless specifically modified herein and in Division 00800. B. Items listed in the Bid Form as lump sum shall include all work necessary for a complete and fully functional installation as generally described in the Technical Specifications and Contract Documents. C. Partial payment for unit price pay items and lump sum pay items partially completed at the end of monthly pay periods shall be made based upon the Engineer's interpretation of the percentage of work completed. Partial payment for materials delivered and stored will be considered if said materials have been submitted to the Engineer, for review per SP-2143, and supporting invoices and documentation have been provided. All materials must be delivered and secured on-site. D. If the actual work requires more or fewer quantities than those quantities indicated in the Bid Form, the Contractor shall provide the required quantities at the unit bid prices. E. Payment includes: Full compensation for all required labor, products, tools, equipment, transportation, services and incidentals, erection, application or installation of an item of the work, testing and acceptance, close-out items such as owner's training, O&M materials, and equipment demonstrations including overhead and profit, and taxes. F. Prepare a detailed Schedule of Values for the lump sum bid items and submit at the preconstruction meeting in accordance with the Contract Documents. Provide substantiating pricing data as requested by the Engineer. G. 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 upon the Engineer's interpretation of the percentage of work completed in conjunction with the approved Schedule of Values submitted by the CONTRACTOR. McDermott Trunk Sewer Division 00820-34 1.3 SPECIFIC DESCRIPTIONS OF MEASUREMENT A. There will be no measurement for lump sum (I-S), which shall include all work for the complete installation as generally described in the Plans and the Technical Specifications. END OF SECTION McDermott Trunk Sewer Division 00820-35 SP-2127 —Applications for Payment PART 1 GENERAL 1.1 SECTION INCLUDES A. Procedures for preparation and submittal of Applications for Payment. 1.2 RELATED SECTIONS A. Contract Documents. B. SP-2125 - Measurement and Payment. C. SP-2128 — Change Order Procedures. D. SP-2143 - Submittals. E. SP-2152 - Contract Closeout. 1.3 FORMAT A. ISPWC 00620 -Application for Payment or other as acceptable to Owner. B. For each item in the Bid Form, provide a column for listing: Item Number, Description of work, Unit Price, Quantity, Amount, Previous Applications: Work in Place under this Application: Authorized Change Orders; Total Completed to Date of Application; Percentage of Completion; Balance to Finish; and Retainage. 1.4 PREPARATION OF APPLICATIONS A. Present required information in typewritten form. B. Execute certification by signature of authorized officer. C. Use data from Bid Form. Provide dollar value in each column for each line item for portion of work performed. D. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in SP-2152 and the General Conditions. 1.5 SUBMITTAL PROCEDURES A. Submit three (3) copies of each Application for Payment. B. Payment Period: Submit signed copies to Engineer— once each month. McDermott Trunk Sewer Division 00820-36 C. Submit under transmittal letter specified in SP-2143. 1.6 SUBSTANTIATING DATA A. When Engineer requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION McDermott Trunk Sewer Division 00820-37 SP-2128 — Change Order Procedures PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittals. B. Documentation of change in Contract Price and Contract Time. C. Change procedures. D. Construction Change Authorization. E. Stipulated Price Change Order. F. Unit price change order. G. Time and material change order. H. Execution of change orders. I. Correlation of Contractor submittals. 1.2 RELATED SECTIONS A. Contract Documents. B. S2125 — Measurement and Payment. C. SP-2127 -Applications for Payment. D. SP-2143 - Submittals. E. SP-2149 - Material and Equipment. F. SP-2152 - Contract Closeout. 1.3 SUBMITTALS A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Change Order Forms: ISPWC 00650 Change Order or other as acceptable to OWNER. 1.4 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT TIME McDermott Trunk Sewer Division 00820-38 A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. On request, provide additional data to support computations: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. D. Support each claim for additional costs, and for work done on a time and material basis, with additional information: 1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 1.5 CHANGE PROCEDURES A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Price or Contract Time by issuing a field order. B. The Engineer may issue a Notice of Change which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor will prepare and submit an estimate within the time specified in the General Conditions. C. The Contractor may propose a change by submitting a request for change to the Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with SP-2149. 1.6 CONSTRUCTION CHANGE AUTHORIZATION A. Engineer may issue a Work Change Directive or other authorization, signed by the Owner instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. The document will describe changes in the Work, and will designate method of determining any change in Contract Price or Contract Time. McDermott Trunk Sewer Division 00820-39 C. Promptly execute the change in Work. 1.7 STIPULATED PRICE CHANGE ORDER A. Based on Notice of Change and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by OWNER. 1.8 UNIT PRICE CHANGE ORDER A. For pre-determined unit prices and estimated quantities, the Change Order will be executed on a fixed unit price basis. B. For unit costs or quantities of units of work, which are not pre-determined, execute Work under a Change Order. C. Changes in Contract Price or Contract Time will be computed as specified for Time and Material Change Order. 1.9 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. Engineer will recommend to the OWNER the change allowable in Contract Price and Contract Time as provided in the Contract Documents. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. 1.10 EXECUTION OF CHANGE ORDERS A. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.11 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price. B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust time for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. McDermott Trunk Sewer Division 00820-40 PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION McDermott Trunk Sewer Division 00820-41 SP-2138 — Construction Phasing and Schedulinq PART1 GENERAL 1.1 SECTION INCLUDES A. This item shall consist of all necessary labor, equipment, and materials required to provide construction phasing in accordance with the requirements of this section. PART 2 MATERIALS NOT USED PART 3 WORKMANSHIP 3.1 PHASING A. Organize and schedule the work to meet the schedule limitations and overall time for completion. B. Comply with ACHD and NHD requirements for impacts to their roadway system, and obtain necessary permits prior to construction. C. The Owner must be given 5 working days notice for any road or intersection closure or restriction minimum unless otherwise required by ITD, ACHD or NHD. D. Access to farmed areas and properties adjacent to the project must be provided for at all times unless written agreements are reached with the individual property owners and other access accommodations are made or unless otherwise indicated in the Contract Documents. E. Allow access for pedestrians to safely circulate around the project site in accordance with the MUTCD. Provide clear signage for pedestrian information about established pathways and provide a crossing guard during critical school hours if conditions warrant. F. Allow access for agencies and utilities to operate and maintain their improvements within and outside the project area. G. Submit a detailed project sequencing diagram for approval showing work areas and roadway or intersection closures or restrictions along with a traffic and pedestrian flow diagrams and traffic control plans for each phase of work. Update the project sequencing diagram and resubmit if schedule or sequence changes after start of construction. 3.2 SCHEDULE A. Prepare a written schedule for the entire project and submit the schedule to the Engineer within two (2) working days after the preconstruction conference. McDermott Trunk Sewer Division 00820-42 B. The schedule shall include start date, completion date, days for completion, float, and time restrictions as stated herein. At a minimum, the following major items of work shall be included on the schedule: mobilization, gravity sewer installation, manhole installation, testing and CCTV, surface restoration, and construction traffic control. C. Provide a detailed week behind and two-week ahead of schedule at each weekly progress meeting. D. Provide an updated schedule along with monthly requests for payments. The updated schedule shall include the original schedule, actual completion to date for work completed, and anticipated completion dates for remaining work. If completion of work is behind the CONTRACTOR's original schedule, as modified by any approved changes in the contract time, provide a revised schedule and documentation of resources to be used to meet the contract times. Requests for payment will not be processed and will be returned to the CONTRACTOR unless the request is accompanied by an updated schedule, and if required, a revised schedule and documentation of resources. 3.3 FIELD ENGINEERING AND SURVEYS A. Unless otherwise specified, the Owner shall furnish initial land survey and reference points for construction control. The established control points are shown on the Plans, and which are to be protected by the Contractor. Contractor shall be responsible for all necessary construction staking for locating components of the Work based on identified control points and information on the Plans. Prior to construction, the Contractor shall utilize the services of an Idaho PLS to verify the control point information contained on the Plans. Contractor will convey any discrepancies to the Engineer for resolution. The Contractor shall provide and be responsible for establishing additional horizontal control alignments and vertical elevations, for maintaining all construction surveying and staking, setting and maintaining all additional survey control required for the construction of the projects. All construction staking and surveying shall be performed by survey crew personnel under the supervision of a professional licensed surveyor registered in the State of Idaho. Preserve benchmarks, construction stakes, and reference points within the construction limits as shown on the Plans and shall immediately notify the ENGINEER, OWNER, OWNER the Owner's Project Representative of any existing federal, state, county, city and private land monuments encountered which are not shown on the Plans. Preserve all lot, block, property corners and street intersection monuments outside the construction limits. If such monuments are disturbed, the Contractor shall have them replaced by a licensed surveyor at the Contractor's sole expense, otherwise the Owner shall contract a licensed surveyor to re-establish the lost monument in accordance with the provisions of the Corner and Perpetuation and Filing Act, Idaho Code 55-1601 through 55-1613 and this cost will be deducted from the final payment. All costs associated with maintaining or replacing monuments shall be incidental to the project, unless specifically listed on the Bid Form. McDermott Trunk Sewer Division 00820-43 Verify setbacks and easements, confirm drawing dimensions and elevations. The Contractor shall remove all construction stakes remaining at project completion. The cost of this work shall be considered incidental to the project. B. The Contractor shall comply with all laws, ordinances, rules and regulations bearing on the conduct of his work. If the Contractor observes that the drawings and specifications are at a variance therewith or observes other conflicts or conditions requiring clarification, he shall notify the Engineer, in writing, and any necessary changes shall be adjusted as provided in the contract for changes in work. The Owner has an eight working-hour (8) grace period to respond and/or correct. The "no harm, no compensation or time" rule applies PART 4 MEASUREMENT AND PAYMENT 4.1 There shall be no measurement for construction phasing and scheduling. This work shall be incidental to and the cost included in the sewer and related bid items. END OF SECTION McDermott Trunk Sewer Division 00820-44 SP-2139 — Construction Coordination PART GENERAL 1.1 SECTION INCLUDES A. This item shall consist of all necessary labor, equipment, and materials required to provide coordination of construction activities with residents, farmers, services, and local agencies. PART 2 MATERIALS NOT USED PART 3 WORKMANSHIP 3.1 WEEKLY PROJECT STATUS MEETINGS A. The CONTRACTOR shall conduct weekly construction progress meetings. The CONTRACTOR and SUBCONTRACTORs shall attend the meetings. The design consultant may also be requested to attend if information is needed. B. The CONTRACTOR shall maintain up-to-date record drawings of the construction including: variances from the design sewer grade and alignment, limits of backfill types, locations of structures, location and depth of underground utilities, and any other sub-surface features or conditions including the limits and depths. These drawings shall be updated daily during construction and may be reviewed by the Engineer at the weekly project status meeting. 3.2 COORDINATION WITH UTILITIES A. Utility information is shown only for surface features and, if provided, by the owner of the utility, for non-surface features. The information shown in the Plans 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. Call Dig Line (811) a minimum of 48 hours (2 working days) prior to any excavation to request utility locations. 3.3 COORDINATION WITH IRRIGATION/DRAINAGE ENTITIES A. Contact and work with the property owners, irrigation districts, ditch riders, or any other parties as necessary to coordinate with irrigation facilities required under this contract. B. Contact the Nampa-Meridian Irrigation District two weeks prior to construction (Contact: Dave Duvall, 466-0663). McDermott Trunk Sewer Division 00820-45 3.4 SERVICES COORDINATION A. Coordinate construction activities to minimize disruption of services. Attend and participate in a services coordination meeting at the start of construction and as required during construction to resolve service issues. B. Provide uninterrupted solid waste service to all properties during construction. If the CONTRACTOR's operation prevents access to properties for solid waste pick-up, move individual household solid waste containers, bags, and other items accepted by the solid waste hauler to an accessible location. The containers shall be returned to the households after pick-up. Prevent damage or loss of containers and replace containers damaged or lost. C. Meet with the West Ada School District and school bus service providers to minimize disruption of these services and plan alternative routes. D. Coordinate with the U.S. Postal service and provide access for mail delivery to all properties during construction. E. Emergency services (Police, Fire, & Paramedic) access shall be provided at all times during construction. Coordinate with these agencies on a weekly basis as to status of project, access, and special concerns. 3.5 LANDOWNER/RESIDENT/TENANT FARMER/BUSINESS COORDINATION A. Notify adjacent residents, businesses, Nampa-Meridian Irrigation District, ACHD, NHD, and other CONTRACTORs mobilized in the project vicinity within two (2) weeks in advance of starting work. B. Provide, and distribute door hangers to all affected residences. Information shall include a brief description of work, anticipated time frame, project phasing points, traffic impacts, CONTRACTOR contact phone number, how services will be maintained, and any additional information on minimizing construction impacts. C. Notification of planned service disruptions (water main shutdowns, sewer service interruptions, etc.) shall be made to residents 48 hours in advance and shall include the extent and type of service disruption, CONTRACTOR's contact name and phone number, and date and time of disruption. D. Safe vehicular and pedestrian access shall be maintained at all time to all properties abutting or project, and maintenance access to governing irrigation and drainage authorities. Local access to the properties immediately adjacent to the project area shall be maintained at all times during the project, except when work is being performed immediately in front of a property's access. When access will be restricted, notify the property owner 72 hours (3 working days) in advance and arrange for alternate parking (on or off street) within 0.1 miles of the property. Access restrictions shall be limited to minimum possible. Maintain one functional access to all affected businesses. CONTRACTOR shall not begin said construction if CONTRACTOR fails to provide the required notices. Delays in CONTRACTOR's schedule and all costs associated with such a delay due to the McDermott Trunk Sewer Division 00820-46 CONTRACTOR's failure to notify property owners shall be at CONTRACTOR's sole expense. PART 4 MEASUREMENT AND PAYMENT 4.1 There shall be no measurement for construction coordination. This work shall be incidental to the cost included in the gravity sewer and related unit bid items. END OF SECTION McDermott Trunk Sewer Division 00820-47 SP-2141 — Special Project Considerations PART 1 GENERAL 1.1 SECTION INCLUDES A. General Project Special Considerations. B. Refer to the Plans, Technical Specifications, Contract and other Contract Documents for additional requirements and specific stipulations. 1.2 NEIGHBORHOOD CONSIDERATIONS A. The project will be constructed adjacent to and near residential homes. The Contractor shall conduct work so as to minimize disturbance to local residences. All local noise ordinances shall be adhered to. See SP-2147 for temporary power service. B. Under no circumstances will a shutdown of utility services be allowed. C. Coordinate with the utility companies to allow continuous operation and service of water, wastewater, fire protection, EMS services, trash, mail, school, etc., during construction. 1.3 OTHER CONSIDERATIONS A. If not otherwise specified, the Contractor shall secure all other permits required to complete the work. B. Dewatering to construct the project will be required. Contractor shall be responsible to determine groundwater conditions and ability of soils to dewater prior to starting work. Refer to Section 205— Dewatering. 1.4 WORK AREAS, LIMITS OF DISTURBANCE, AND SURFACE RESTORATION A. Confine work within project boundaries and rights-of-ways shown on the Plans. Any damage to areas outside the project boundary shall be repaired to the satisfaction of the Owner to a condition equal to or better than pre-project conditions at no additional cost to the Owner, including areas disturbed during temporary stockpiling of materials and equipment, and construction staging activities. B. Any underground pipe or other facility that is damaged by the Contractor shall be repaired to pre-project conditions and to the satisfaction of the Engineer and utility purveyor at no additional cost to the Owner. C. No stockpiling of material is allowed outside the designated project boundary unless separately secured by the Contractor from the affected landowner. All surplus excavated material must be stockpiled within the project boundary and ultimately removed from the Owner's property. McDermott Trunk Sewer Division 00820-48 1.5 INSURANCE REQUIREMENTS A. Refer to the Contract Documents for Insurance Requirements for the project. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION McDermott Trunk Sewer Division 00820-49 SP-2143 —Submittals PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed products list. D. Shop drawings. E. Product data. F. Manufacturers' instructions. G. Manufacturers' certificates. H. Construction photographs. I. Record drawings. 1.2 RELATED SECTIONS A. SP-2145 - Quality Control. 1.3 SUBMITTAL PROCEDURES A. Except for samples or when exception is previously agreed to by Engineer, all submittals shall be submitted electronically via email or contractor-provided cloud-based software (e.g. Procore®). If the latter method is chosen, the contractor will provide electronic access to the Owner and the Engineer. Each submittal shall be attached as a single file less than 7 megabytes in portable document format (*.pdf). If the single file is greater than 7 megabytes, multiple files may be submitted, although the number of files shall be minimized. The term "submittal" as used herein shall be understood to include detail design calculations, shop drawings, fabrication and installation drawings, erection drawings, lists, graphs, operating instructions, catalog sheets, data sheets, samples, and similar items. B. The first page of each electronic submittal shall be the transmittal attached to this section. On the transmittal, the CONTRACTOR shall note all deviations from the governing technical specifications and/or drawing and shall reference the appropriate paragraph of the section or page of the drawing. If the reason for the deviation from the specifications is not readily apparent, a written explanation shall be included immediately following the transmittal. If there are no deviations, the statement shall be noted as such. Any submittal not accompanied by a transmittal and compliance statements will be rejected. McDermott Trunk Sewer Division 00820-50 Submittals shall be carefully reviewed by an authorized representative of the Contractor prior to submission to the Engineer. The transmittal of each submittal shall be dated, signed, and certified by the Contractor as being correct and in strict conformance with the Contract Drawings and the Specifications, unless approved otherwise by the Engineer. Any non- certified submittals shall be returned to the Contractor without action taken by the Engineer, and any delays caused thereby shall be the total responsibility of the Contractor. C. Immediately following the transmittal and explanation of deviations, each electronic submittal shall contain a copy of the governing technical specification. D. The submittal information shall follow the specification. E. Submittals (and the PDF document file) shall be sequentially numbered. Resubmittals shall be indicated by a letter following the submittal number. The letter"A" shall always be implied with the first submittal. F. A separate transmittal form (and separate PDF document file) shall be used for each specific item or class of material or equipment for which a submittal is required. Combining of items will be permitted only when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates review of the group or package as a whole. G. The Engineer will respond to submittals via email with a comment sheet in portable document format (*.pdf). H. Fabrication of an item shall not be commenced before the Engineer has reviewed the pertinent submittals and responded, unless allowed otherwise by the Engineer. Revisions indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Drawings and Specifications and shall not be taken as the basis of claims for extra work. I. The Engineer's review of Contractor's submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimensions. The Contractor shall assume all responsibility and risk for any misfits due to any errors in Contractor-submitted submittals. Any fabrications or other work performed in advance of the receipt of approved submittals shall be entirely at the Contractor's risk and expense. The Contractor shall be responsible for the dimensions and the design of adequate connections and details. 1.4 CONSTRUCTION PROGRESS SCHEDULES A. Incorporate the work described herein into construction progress schedules and submit and update schedules per the Contract Documents. B. Submit revised schedules with each Application for Payment identifying changes since previous version. McDermott Trunk Sewer Division 00820-51 1.5 PROPOSED PRODUCTS LIST A. Within seven (7) days after date of Owner-Contractor agreement on the work, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.6 SHOP DRAWINGS A. Submit electronically as detailed in Section 1.3. B. Indicate special utility characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. 1.7 PRODUCT DATA A. Submit electronically as detailed in Section 1.3. B. Mark electronic copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. Indicate product utility characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. 1.8 MANUFACTURERS' INSTRUCTIONS A. Submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. C. Identify conflicts between manufacturers' instructions and Contract Documents. 1.9 MANUFACTURERS' CERTIFICATES A. When specified in individual specification Sections, submit manufacturer's certificate electronically to Engineer for review. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer. McDermott Trunk Sewer Division 00820-52 1.10 CONSTRUCTION PHOTOGRAPHS AND PRECONSTRUCTION VIDEOS A. As required by individual specification sections. 1.11 RECORD DRAWINGS A. Submit all record drawing data per the contract closeout procedures in the Contract. 1.12 SUBMITTAL LIMITS A. Two submittals will be permitted for each item in this section at no cost to the Contractor. The two submittals include one initial submittal and one resubmittal. B. All submittals requiring a third review by the Engineer shall be considered unresponsive and the Owner will charge the Contractor on a Time and Materials basis for the third and all subsequent reviews and all related administrative costs not to exceed $1,000.00 for each resubmittal. C. All submittals, unless noted otherwise in the Contract Documents shall be submitted within eight weeks from Notice to Proceed. Those items requiring resubmittal shall be submitted within four weeks from date of return to Contractor. PART2 PRODUCTS Not Used PART 3 EXECUTION Not used PART 4 MEASUREMENT AND PAYMENT 4.1 There shall be no measurement for Submittals. This work shall be incidental to the cost included in the gravity sewer and related unit bid items. END OF SECTION McDermott Trunk Sewer Division 00820-53 SP-2145—Quality Control PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality assurance/control of installation. B. References. C. Construction observation and testing laboratory services. D. Manufacturers' field services and reports. 1.2 RELATED SECTIONS A. Contract Documents. B. SP-2143 - Submittals. C. SP-2149 - Material and Equipment. 1.3 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from the Engineer. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.4 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents. B. Should specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding. McDermott Trunk Sewer Division 00820-54 C. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.5 CONSTRUCTION OBSERVATION AND TESTING LABORATORY SERVICES A. Contractor shall provide quality control, which shall include the initial and subsequent inspections of Contractor's Work to ensure that the Work conforms to the Contract Documents. Submit Quality Control Program to the Engineer for review prior to Construction in accordance with SP-2143. B. Contractor shall designate the person responsible for Contractor's quality control while Work is in progress, and shall notify Engineer and permitting agencies, in writing, prior to any change in quality control representative assignment. C. The Contractor shall establish a quality control program as necessary to assure the project meets the requirements of the Contract Documents. The Contractor's quality control program shall at a minimum include the inspections and testing required by the Contract Documents and such additional inspections and testing which are necessary to allow the Contractor to verify the acceptability of the work and product. All documentation of the Contractor's quality control efforts including test reports will be submitted to the Engineer as they become available to the Contractor. D. The Contractor shall provide access to the Owner, jurisdictional agencies and Engineer for observation of the work. E. Contractor will employ and pay for services of testing laboratory acceptable to the Engineer and permitting agencies to perform all specified testing as specified in the Project Manual and as required by the permitting agencies. 1. Prior to start of Work, submit testing laboratory name, and telephone number, and names of on-site specialist and responsible officer. 2. Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards during most recent inspection, with memorandum of remedies of deficiencies reported by inspection. 3. Submit qualifications of a certified SWPP plan preparer and compliance monitoring firm. F. The Contractor shall provide the equipment and manpower to conduct all tests as required in the specifications. G. The Contractor shall notify the Engineer of the time in which tests are to be run forty-eight (48) hours prior to testing. H. Reports will be submitted by the Contractor to the Owner, jurisdictional agencies, and Engineer weekly indicating results of tests and indicating compliance or non- compliance with Contract Documents. McDermott Trunk Sewer Division 00820-55 I. Cooperate with Engineer; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1.6 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specification Sections or agency permits, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. B. Individuals to report, in writing, observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. C. Submit report within fifteen (15) days of observation to Engineer for review. 1.7 PROJECT LIMITS A. Confine all equipment, tools, and materials to the locations, easements, work limits, and rights-of-way shown on the Plans, except when expressly authorized by Owner or Engineer. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used. PART 4 MEASUREMENT AND PAYMENT 4.1 There shall be no measurement for Quality Control. This work shall be incidental to the cost included in the gravity sewer and related unit bid items. END OF SECTION McDermott Trunk Sewer Division 00820-56 SP-2147 — Construction Facilities and Temporary Controls PART 1 GENERAL 1.1 SECTION INCLUDES A. Temporary Utilities: Water, electricity and sanitary facilities. B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control. C. Storm Water Management. D. Construction Facilities: Access roads and parking. 1.2 RELATED SECTIONS A. Section 205 — Dewatering. B. SP-2152 - Contract Close-out (Final cleaning). C. SP-2216 — Storm Water Management. 1.3 TEMPORARY WATER SERVICE A . Provide, maintain and pay for suitable quality water required for construction operations and testing as specified in the Project Manual. 1.4 TEMPORARY SANITARY FACILITIES A . Provide and maintain required facilities and enclosures. 1.5 TEMPORARY ELECTRICITY A. Provide, maintain and pay for temporary electricity as needed for construction. Contractor is advised that the continuous use of portable gas/diesel generators is prohibited. All local noise ordinances shall be adhered to. 1.6 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to allow for Owner's use of site, to protect public safety, and to protect existing facilities and adjacent properties from damage from construction operations. B. Provide protection for vegetation, if any, designated to remain. Replace damaged vegetation which shall be considered incidental. C. Protect non-owned vehicular traffic, stored materials, site and structures from damage. McDermott Trunk Sewer Division 00820-57 1.7 WATER CONTROL A. Grade the site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment as needed. B. Protect work zone from puddling or running water. Provide water barriers as required to protect site from soil erosion and puddling. C. Contractor shall follow BMPs for dewatering activities. Contractor shall not degrade adjacent surface water due to dewatering operations. 1.8 DUST CONTROL A. This item shall consist of furnishing and applying water required in construction and for dust control in accordance with the requirements of these specifications and the approved ESC/SWPPP. B. Water, when required, shall be applied at the locations and in the amounts required to properly compact the work. An adequate water supply shall be provided by the Contractor. The equipment used for watering shall be of ample capacity and of such design as to assure uniform application of water in the amounts required. C. If required, watering shall be done at night or at other times when evaporation loss will be at a minimum. D. In watering of subgrades, the Engineer may direct the Contractor to apply water in such quantities that the subgrade shall be compacted at a moisture content in excess of"optimum moisture." In no case will the Contractor be required to apply water in excess of three percent (3%) greater than optimum moisture. E. The Contractor shall also apply water during the course of the work to control dust, maintaining all embankment and base courses in a damp condition. F. The Contractor shall provide sufficient equipment to apply water as directed for controlling dust caused by construction activities. If dusty conditions continue to exist due to insufficient or inadequate watering practices or lack of watering equipment, it shall cause the closing down of those operations affected until remedied. Watering shall be done on Saturdays, Sundays, and holidays at the same frequency and amounts as specified for work days at the Contractor's expense. G. Watering equipment shall consist of watertight tanks mounted on trucks, adequately powered, and capable of applying water as required. The water shall be applied under pressure from the tank through a spray apparatus as directed. The spray apparatus shall be equipped as to provide uniform, unbroken spread of water over the surface being watered. A suitable device for positive shut-off and for regulating the flow of water shall be located so as to permit positive drive control from the cab. 1.9 STORMWATER MANAGEMENT A. Refer to SP-2216. McDermott Trunk Sewer Division 00820-58 1.10 POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. B. Equipment and fuel storage shall be kept secured. Waste oil and waste fluids shall not be stored or changed at any construction site. C. Spills of hazardous or toxic materials shall be promptly reported to the Idaho Department of Environmental Quality (IDEA). Contractor shall take emergency measures to limit the amount of the releases at Contractor's own expense. D. Provide means of removing mud from vehicle wheels before entering public streets. 1.11 SECURITY A. Provide security and facilities to protect work from unauthorized entry, vandalism or theft. 1.12 NOISE CONTROL A. Comply with local and county ordinance regarding noise generation and work hours. Construction involving noisy operations, including starting and warming up of equipment, and blasting shall be restricted to the hours specified in the Contract Documents. B. Notification of special circumstances or emergency conditions that require work beyond the hours specified herein shall be provided as follows: 1. The Contractor shall notify the Engineer and City of Meridian 48 hours in advance of any proposed extended work hours for preauthorization. Notification shall include a written request for authorization to perform work specified and the circumstances that warrant this request. This notification shall include any additional measures to mitigate noise generated by this construction activity if deemed necessary by the Engineer. 2. If an emergency situation occurs that warrants extended hours, the Contractor shall notify the Engineer immediately upon determining the need for this work. 1.13 TREE AND PLANT PROTECTION A. Cultivated Areas and Other Surface Improvements: All landscaped areas and other surface improvements which are damaged by actions of the Contractor shall be restored to a condition equal to or better than it was prior to construction. Areas shall not be cleared until related construction activities require the work. If irrigation system components are damaged or removed to facilitate construction McDermott Trunk Sewer Division 00820-59 in cultivated or landscaped areas, it is the responsibility of the Contractor to replace them at no cost to the Owner. 1.14 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification sections. B. Provide temporary and removable protection for installed products. Control activity in immediate work area to minimize damage. 1.15 PUBLIC ACCESS A. Provide detours and traffic control as required by the approved traffic control plan. B. Provide and maintain access to fire hydrants free of obstructions. C. Provide and maintain access for emergency vehicles. 1.16 PARKING A. Do not allow construction personnel to park in any way which may affect the access of emergency vehicles or access to adjacent properties. Parking within NMID property will require approval by NMID. B. Arrange for temporary surface parking areas to accommodate construction personnel. Parking in adjacent local roads (McDermott or Ustick Roads, Becky Lane, W. Kostalota Lane, Morgan Grove Lane) is not allowed. 1.17 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove waste materials, debris, and rubbish from site periodically and dispose offsite in approved solid waste facilities at no additional cost to owner. C. Provide necessary containment and clean-up of all hazardous/dangerous materials onsite that result from Contractor's actions. D. Dispose of all hazardous/dangerous waste in approved hazardous waste facilities that result from Contractor's actions. 1.18 FIELD OFFICES AND SHEDS A. Provide temporary office to house record drawings. B. Office: Weather-tight, with lighting, electrical outlets, telephone service, and heating equipment, and equipped with sturdy furniture and drawing display table. McDermott Trunk Sewer Division 00820-60 1.19 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary above-grade or buried utilities, equipment, facilities, materials, prior to Substantial Completion. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used PART 4 MEASUREMENT AND PAYMENT 4.1 There shall be no measurement for Construction Facilities and Temporary Controls. This work shall be incidental to the cost included in the gravity sewer and related unit bid items. END OF SECTION McDermott Trunk Sewer Division 00820-61 SP-2149 — Materials and Equipment PART 1 GENERAL 1.1 SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.2 RELATED SECTIONS A. SP-2145 - Quality Control. 1.3 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. C. Provide interchangeable components of the same manufacturer, for similar components. 1.4 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.5 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate controlled enclosures. B. For exterior storage of fabricated products, place on sloped supports, above ground. McDermott Trunk Sewer Division 00820-62 C. Provide off-site storage and protection when site does not permit on-site storage or protection within project easements or rights-of-way. D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. Arrange storage of products to permit access for observation and documentation. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 1.6 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed unless stated otherwise. Submit a request for substitution for any manufacturer not named. 1.7 SUBSTITUTIONS A. Engineer will consider requests for Substitutions only within thirty (30) days after date of Owner-Contractor agreement. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Contractor: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes to other Work, which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension, which may subsequently become apparent. McDermott Trunk Sewer Division 00820-63 5. Will reimburse Owner for review or redesign services associated with re-approval by Engineer and authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit electronically in accordance with SP-2143 the request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. PART2 PRODUCTS Not Used PART 3 EXECUTION Not used END OF SECTION McDermott Trunk Sewer Division 00820-64 SP-2152 — Contract Closeout PART 1 GENERAL 1.1 SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Project record documents. D. Operation and maintenance data. E. Warranties. F. Spare parts and maintenance materials. G. Inspection compliance. H. Protection of installed construction. 1.2 RELATED SECTIONS A. SP-2147 - Construction Facilities & Temporary Controls B. SP-2150 - Starting of Systems 1.3 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been observed and documented, and that Work is complete in accordance with Contract Documents and ready for Engineer's review. B. Provide submittals to Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. D. Secure final approvals from all permitting agencies. E. Secure approvals of final surface restoration of all work on private property. 1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean site; rake clean all exterior, visible, and landscaped surfaces. McDermott Trunk Sewer Division 00820-65 C. Remove waste and surplus materials, rubbish, and construction facilities from the site. D. Sweep paved roadways and clean storm drainage facilities. 1.5 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings including ISPWC and Meridian Standard Drawings and Specifications. 2. Specifications. 3. Addenda. 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Manufacturer's instruction for assembly, installation and adjusting. B. Store Record Documents separate from documents used for construction. C. Ensure entries are complete and accurate, enabling future reference by Owner. D. Record information concurrent with construction progress. E. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. F. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Field changes of dimension and detail. 3. Details not on original Contract Drawings. G. Delete Engineer seal from all documents. H. Submit documents to Engineer with final Application for Payment. 1.6 WARRANTIES A. The Contractor shall file with the Engineer a certified statement that each piece of equipment will function satisfactorily and that within two years from the date of the City of Meridian's final project acceptance letter (unless a longer warranty period is otherwise specified in other technical specifications), the Contractor shall remove and replace at his expense and without charge to the Owner or his assignee, piece for piece, each piece of equipment, or part thereof, which shall McDermott Trunk Sewer Division 00820-66 prove defective within the guarantee period. See the City's currrent Supplemental Specifications and Drawings to the ISPWC for further information regarding the City's required 2-year warranty and corrections period. B. The Contractor shall also file with the Engineer a certified guarantee from the manufacturer, that the manufacturer guarantees their equipment for a minimum period of one year from the date of delivery (unless a greater warranty period is otherwise specified in other technical specifications). The manufacturer shall guarantee that they will remove and replace at their expense all equipment or parts thereof which shall prove defective within the guarantee period. C. All guarantee work shall be done promptly by either the Contractor or the manufacturer upon submittal of proof of defect. 1. Provide duplicate notarized copies. 2. Execute and assemble transferable warranty documents from Subcontractors, suppliers, and manufacturers. 3. Submit prior to final application for Payment. 4. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period. 1.7 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to Project site or to site designated by Owner. 1.8 INSPECTION COMPLIANCE A. Submit documentation of electrical inspections from governing authority. 1.9 PROTECTION OF INSTALLED CONSTRUCTION A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Protect finished floors and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. PART2 PRODUCTS NOT USED McDermott Trunk Sewer Division 00820-67 PART 3 EXECUTION NOT USED PART 4 MEASUREMENT AND PAYMENT 4.1 No measurement or payment shall be made for Contract Close-out. All work required herein shall be considered incidental to other related pay items. END OF SECTION McDermott Trunk Sewer Division 00820-68 SP-2153 — Remove, Reset or Replace Miscellaneous Item PART1 GENERAL 1.1 SECTION INCLUDES A. This item shall consist of all necessary work and materials required to remove, replace, or reset signs, trees, fences, and any other miscellaneous items as encountered in the field to accommodate the Work. Work will be performed on public and private properties. 1.2 COORDINATION A. Meet with the private property owners to determine suitable site for materials being replaced or reset. B. Document existing condition and quantity of materials, anticipated to be reset or replaced with photographs, and file with Engineer prior to commencing work. 1.3 RELATED SECTIONS A. Section 307 — Street Cuts & Surface Repairs PART 2 MATERIALS 2.1 MISCELLANEOUS MATERIALS A. Existing signs, mailboxes, supports, hardware, posts, and related items shall be reused unless damaged or called out for replacement. If materials are damaged during construction, replace in-kind at CONTRACTOR's expense. 2.2 FENCE A. Existing fencing (regardless of type) shall be carefully removed to accommodate construction activities and reset after completion of surface repairs. If the fence is damaged during removal it shall be replaced in-kind to the satisfaction of the property owner. PART 3 WORKMANSHIP 3.1 PROTECTION A. Satisfactorily restore any damage to existing facilities, materials, or structures, resulting from carelessness or negligence of CONTRACTOR to their original condition at CONTRACTOR's expense. 3.2 MISCELLANEOUS ITEMS AND MATERIALS A. Exercise care in the removal, replacement, or resetting of miscellaneous items to avoid damage and minimize disturbance to adjacent work area. McDermott Trunk Sewer Division 00820-69 B. Remove, transport, and place items in temporary site provided by the CONTRACTOR or an on-site location approved by property owner. C. Upon completion of the work, relocate items to their original position prior to construction and restore all surfacing impacted during relocation to condition existent prior to initiating the work. D. Obtain a written release form from the private property owner indicating relocation or replacement of items and surface restoration has been completed satisfactorily. Submit release forms to Engineer for application of payment on this Bid Item. See provided Document 00830 in Appendix D. 3.2 REFERENCE AND RESET LAND MONUMENT A. Document land monument elevation and location prior to removal. Upon completion of Work, reset land monument to prior location and elevation. B. Record locations and elevations of all reinstalled land monuments. PART 4 MEASUREMENT AND PAYMENT 4.1 No measurement or payment shall be made for removal, replacement, or resetting of various items encountered during construction unless specifically called for on the Bid Schedule. All other items shall be considered incidental to and included in other pay items. END OF SECTION McDermott Trunk Sewer Division 00820-70 SP-2170 —Site Clearinq PART 1 GENERAL 1.1 SECTION INCLUDES A. General site clearing. B. Preparation. C. Protection of existing features. D. Removing and disposing of organic material and other miscellaneous debris. E. Excavation of topsoil. F. Clean-up. 1.2 RELATED SECTIONS A. 203 — Soil Materials B. SP-2125 — Measurement and Payment. C. SP-2143 — Submittals. D. SP-2145 —Quality Control. 1.3 REFERENCES Not used. PART2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 GENERAL A. Coordinate site clearing work within project boundaries shown on the Plans at all times. B. Under no circumstances shall any disturbance occur outside of the project boundary. 3.2 PROTECTION OF EXISTING FEATURES A. Protect benchmarks, survey monuments, and roads from damage and displacement. McDermott Trunk Sewer Division 00820-71 B. Protect all adjoining property and features. C. Protect all above and belowground utilities from damage and displacement. D. Limit site clearing within the project boundaries shown on the Plans. Prevent damage to other areas and existing features in areas adjacent to the site. E. Retain and protect all trees vegetation, shrubs, fencing, roads, structures, utilities and other items noted on Drawings to remain during construction. F. Contractor is responsible for the repair or replacement of any damage resulting from clearing activities at no additional cost to Owner. 3.3 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove vegetation within construction limits. C. Limit clearing and construction operation to areas required for construction, designated by the Engineer and described in the Plans. 3.4 REMOVAL A. Remove debris and extracted plant life from staging and storm water treatment areas. Open burning and burial in trenches in prohibited. B. Strip all topsoils and store onsite at locations provided by the Owner. The depth of stripping will generally be eighteen (18) inches. Dispose and level the stripped material at a location approved by the Owner and Engineer. Spread the stripped material over the excavated material disposal locations. Level excess stripped material. C. Dispose all materials at locations that are in compliance with all Federal, State, and Local regulations. D. Grade areas in which groundwater is encountered to drain. E. Remove unsuitable materials and dispose of off-site. 3.5 CLEANUP A. Upon completion of the site work and project, clean the entire work area. Remove all excess excavated material, rocks, boulders, logs, trees, pipe, or debris of any type from the site and dispose at a site acceptable to Federal, State, and Location Regulations. Refer to related specification sections and the Plan details for surface repair requirements. END OF SECTION McDermott Trunk Sewer Division 00820-72 SP-2216 —Storm Water Management PART1 GENERAL 1.1 SECTION INCLUDES A. A total land disturbance of greater than one (1) acre is anticipated; therefore an EPA Construction General Permit, a Storm Water Pollution Prevention Plan (SWPPP), Notice of Intent (NOI), and Notice of Termination (NOT) will be required for this Project. CONTRACTOR shall include all costs associated with the requirements to prepare, submit, and file all required permits and provide all work to install, maintain, and manage storm water systems. All local and sediment control requirements shall also be met. B. Submit an Erosion and Sediment Control Plan (ESCP) to the City prior to commencing construction activities. The ESCP must meet the requirements outlined in the City of Meridian CSWMP and ACHD storm water management requirements. Refer to Appendix A. 1.2 REQUIREMENTS A. The CONTRACTOR shall submit the SWPP Plan and narrative to the City prior to commencing construction activities. B. SWPPP Section 6.3, regarding training staff, is to be completed prior to NOI filing and EPA waiting period begins. Provide copies of credentials for individual(s) named. PART 2 MATERIALS AS REQUIRED BY SWPPP PART 3 WORKMANSHIP 3.1 STORM WATER POLLUTION PREVENTION MANAGEMENT A. It is anticipated that construction of this project will result in a total land disturbance exceeding one (1) acre. Therefore, the CONTRACTOR shall be responsible for all requirements to prepare, submit, and file all required permits including an EPA General Construction Permit, a Storm Water Pollution Prevention Plan (SWPPP), Notice of Intent (NOI), and Notice of Termination (NOT) and provide all work to manage storm water systems in addition to meeting all local and sediment control requirements. B. Prepare an ESCP and SWPPP narrative for review by the Owner and regulatory entities. These documents shall meet the requirements of the current Construction General Permit (CGP). Any revisions to these documents during construction shall meet the requirement generally set forth in the City of Meridian CSWMP, Section 8300 of the Ada County Highway District Policy Manual, and the City of Meridian CSWMP on the City website at http://www.meridiancity.org/engineering.aspx?id=271. Plan designer is to be McDermott Trunk Sewer Division 00820-73 certified by either ITD, ACHD, or Boise City and include a detailed compliance monitoring program. The Construction Site Discharge Control Plan must 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. "Pollutants" are as listed or defined in Section 8300 of the Ada County Highway District Manual. Additionally, this item must protect all "waters of the United States of America". Acceptable methods or"Best Management Practices" (BMPs) for controlling pollutant transport from this site can be found in a number of publications available including, but not limited to: Idaho Department of Environmental Quality: Phone: (208) 373-0502 or on the internet: http://www.deg.state.id.us/water/stormwater catalog/index.asp United States Environmental Protection Agency— Region 10: (800) 424-4372 or on the internet: www.epa.gov/r10earth/stormwater.htm Idaho Transportation Department, ESC Manual, Phone: (208)-334-8476 C. Prior to the beginning of construction, file the NOI and have the EPA approved SWPPP/Construction Site Discharge Control Plan in place. The CPM shall include timing for submittal of both the Contractor and City NOI's, as well as the required waiting periods after NOI is reported on the web site. D. The construction SWPPP shall include measures to protect "waters of the United States of America" inside and outside the project boundaries from stormwater pollution sedimentation and erosion. It is anticipated that check dams, straw bales or wattles, silt fences, jute mats, and other BMP's may be required to meet performance stipulations of the reference permits. Such temporary facilities may be constructed on-site and will be required to be removed after completion. Install silt fences around soil or aggregate material stockpile areas to contain silts and prevent siltation of surface waters or runoff to adjacent properties. Employ erosion and siltation control necessary to complete the work and conform to these Specifications and permit provisions. Any required silt fence for stockpile areas, outside the silt fencing already shown on the Plans, is considered incidental to the "Storm Water Management" pay item. E. Implement the SWPPP Plan and any required changes during the project and after substantial completion. Periodically inspect compliance of the SWPPP using an independent firm regularly engaged specifically in this work with personnel meeting Boise City or equivalent certification. Frequency of the periodic inspections shall be a minimum of one (1) inspection per week or more if required by the EPA General Construction Permit, or when construction activities, means, methods or sequences change. Schedule inspections with the Owner's RPR a minimum 48 hours in advance. F. Implement a NOT after the City has reviewed and approved a Request to Terminate NOT from the Contractor. Remove all related items after completion of the required work. PART 4 MEASUREMENT AND PAYMENT McDermott Trunk Sewer Division 00820-74 4.1 There is no measurement for Storm Water Management. This item includes all necessary work to complete storm water management as required by local, state, and federal agencies and in accordance with the Contract Documents. Payment will be on a lump sum basis in the amount listed on the Bid Form, and shall be made 50% on the first monthly payment and pro-rated through the subsequent pay estimates. All permitting fees are to be included in this bid item. A. Storm Water Management 1. Bid Schedule Payment Reference: SP-2216.4.1.A.1 2. Bid Schedule Description: Storm Water Management ......Lump Sum (LS). END OF SECTION McDermott Trunk Sewer Division 00820-75 SP-2220 —Waterway Crossings PART 1 - GENERAL 1.2 SECTION INCLUDES A. This Specification consists of designing, furnishing, installing, maintaining, and removing portable cofferdams or stream diversion systems, and bypass piping systems necessary to construct pipelines across waterways. This work shall be in full accordance with the Agency Permits and Idaho Department of Environmental Quality requirements. See Appendix C for more information. B. Open cut crossings of the Eight Mile Lateral and Sky Pilot Drain are not allowed. 1.2 REFERENCES A. ANSI/ASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5 lb (2.49 kg) Rammer and 12 inch (304.8 mm) Drop. C. ASTM D2049 - Test Method for Relative Density of Cohesionless Soils. D. Appendix C—Applicable State/Federal Permit Requirements. E. IDAPA 58.01.16.430.02.k— Idaho Wastewater Rules, Wastewater Pipelines in Relation to Surface Water Bodies. 1.3 SUBMITTALS A. Submit manufacturer's material and installation information, stability calculations, proposed crossing plan, staging or phasing plan and contingency plans for the crossing. Specify construction time, sequence, and contingencies if an increase in stream flow(s) is encountered. B. Submit shop drawings of major equipment items proposed to be incorporated in the work. C. Submit dewatering plan per Specification Section 205— Dewatering. PART 2— MATERIALS 2.1 SURFACE RESTORATION A. Surface restoration associated with the waterway crossing shall be as detailed in Section 307 and shall be considered incidental to the "Waterway Crossing" pay item. 2.2 JOINT RESTRAINTS (Carrier Pipe) A. Joint restraints shall be Romac Industries 600 Series Pipe Restraining System, or prior approved equivalent. Joint restraints are required for all waterway crossings. McDermott Trunk Sewer Division 00820-76 2.3 BACKFILL A. Trench backfill shall be Type I aggregate or other material that will not readily erode, cause siltation, damage pipe during placement, or corrode the pipe. 2.4 SLEEVE A. All waterway crossings shall be sleeved per the City of Meridian Standard Detail SW1 unless otherwise specified on the Plans. PART 3 —WORKMANSHIP 3.1 EXAMINATION A. Verify fill materials to be reused are acceptable. B. Verify dewatering systems are in compliance with performance requirements of Section 205, SP-2216, and applicable Federal/State Permits. Obtain short-term activity exemption from Idaho Department of Environmental Quality. C. Notify Engineer and affected agencies 48 hours prior to erection of the diversion system(s). 3.2 PREPARATION A. Identify required lines, levels, contours, and datum. B. Verify location, maintain and protect existing utilities and pipelines which pass through work area. C. Protect plant life and other features on the stream bank from disruption. Maintain limited egress/ingress corridors to construction site to limit vegetation and waterway impact. D. Employ dewatering and erosion/sedimentation control systems in concurrence with the approved SWPPP and in conjunction with the waterway diversion system. E. Plan for a safe, clean, and accessible construction site. Diversion site size shall be planned to allow for efficient trenching operations. 3.3 INSTALLATION A. Open trench crossings will not be allowed. B. No equipment will be allowed below the ordinary high water mark, unless full bypass of flow is in-place. C. Without impacting the pre-existent conveyance of waterway flows, remove or relocate large obstructions if encountered. McDermott Trunk Sewer Division 00820-77 D. Place leveling material, only if required, in areas of voids or depressions to provide a suitable level and uniform subgrade for the cofferdam system. The use of leveling material shall be minimized to the greatest practical extent as possible. Geotextile will be required beneath leveling course. Use of this material may cause delays in construction, due to review by regulatory agencies. E. Contractor shall repair/restore canal banks, if disturbed, to original condition or better or in accordance with permits. 3.5 PROTECTION OF FINISHED WORK A. Protect completed work . PART 4 - MEASUREMENT AND PAYMENT 4.1 Measurement for Waterway Crossings shall be on a per-each basis at the locations designated on the Bid Schedule. This item will include all necessary work to complete the waterway crossings, sleeve or casing, joint restraints, excavation, backfill, compaction, testing and all other work items required by the state and federal permits and in accordance with the Contract Documents. Measurement and payment for the carrier pipe and associated appurtenances will be in the appropriate sanitary sewer pay item. A. Waterway Crossing 1. Bid Schedule Payment Reference: SP-2220.4.1.A.1 2. Bid Schedule Description: Waterway Crossing Bore/Jack— Eight Mile Lateral, 54- Inch Steel Casing - .........Lump Sum (LS). B. Waterway Crossing 1. Bid Schedule Payment Reference: SP-2220.4.1.A.2 2. Bid Schedule Description: Waterway Crossing Bore/Jack—Sky Pilot Drain (McDermott Road), 54-Inch Steel Casing - .........Lump Sum (LS). C. Waterway Crossing 1. Bid Schedule Payment Reference: SP-2220.4.1.A.2 2. Bid Schedule Description: Waterway Crossing Bore/Jack— Sky Pilot Drain (Ustick Road), 24-Inch Steel Casing - .........Lump Sum (LS). END OF SECTION McDermott Trunk Sewer Division 00820-78 SP-2222 — Power Pole Support PART 1 - GENERAL 1.1 SECTION INCLUDES A. This item consist of all necessary work including labor, materials, equipment and coordination required to retain and protect power poles. PART 2 - MATERIALS NOT USED PART 3 —WORKMANSHIP 3.1 POWER POLES A. The Contractor shall be responsible for coordinating with Idaho Power Company and paying all costs associated with providing temporary support for the power poles during construction as required to safely complete trenching operations adjacent to the power poles. PART 4— MEASUREMENT AND PAYMENT 4.1 Measurement and payment shall be made for the following items as listed on the Bid Form and described herein. Payment shall include all costs associated with furnishing, installing and removing power pole supports, temporary relocation of guy supports, and all coordination and work sequencing necessary to retain the power poles during construction. A. Power Pole Support: Payment shall be on per each basis. 1. Bid Schedule Payment Reference: SP-2222.4.1.A.1 2. Bid Schedule Description: Power Pole Support ......each (EA). McDermott Trunk Sewer Division 00820-79 SP-2223 — PVC Sleeve PART 1 - GENERAL 1.1 SECTION INCLUDES A. This item consists of all necessary work and materials required to sleeve the sewer main where separation distance between non-potable and potable is not adequate. This item does not include casing pipe beneath the Eight Mile Lateral or the Sky Pilot Drain. 1.2 REFERENCES A. City of Meridian Supplemental Specifications PART 2 - MATERIALS 2.1 GENERAL A. All components must meet the requirements of the applicable section of the ISPWC, City of Meridian Standard Specifications, in addition to the requirements specified herein. 2.2 PVC SLEEVE A. PVC sleeve: water class pipe, PVC C905 DR41 in accordance with Section 401 - Water Pipe and Fittings. PVC sleeve size shall conform to the details shown on the Plans. 2.3 CASING INSULATORS A. Natural skids such as redwood or cedar will not be allowed. Casing insulator must be all non-metallic commercially fabricated as manufactured by Advance Products, PSI "Ranger" or prior approved equivalent. Casing insulators must be designed to provide one inch (1") clearance between runner and top the casing wall. Runner height must be sufficient to resist pipe floatation. Minimum number of runners as specified by the manufacturer. 2.4 WATERTIGHT END SEALS A. Seamless neoprene rubber boot (60 durometer synthetic rubber)with a minimum thickness of 1/8". End seal connections: 3/4" wide T304 stainless steel bands. Product shall be Advanced Products & Systems, Inc. Model AC Push-On or prior approved equal. PART 3 -WORKMANSHIP 3.1 PVC sleeves shall be constructed per Plan details. PART 4 - MEASUREMENT AND PAYMENT 4.1 There is no measurement for PVC sleeves. This work shall be incidental to and included in the Gravity Sewer Main bid item. McDermott Trunk Sewer Division 00820-80 nners Ferry San point MCDERMOTT TRUNK SEWER V Z Post Falls CoeU 'Alene 90 N •Kellogg St.Manes W W Z Orofino MERIDIAN , IDAHO INDEX OF SHEETS (,71 Lewiston 12 NUMBER DESCRIPTION •Z Nezperce GENERAL W Grangeville G-001 COVER SHEET Ib •Elk City 2025 G-002 NOTES 1 95 G-003 LEGEND AND ABREVIATIONS Salmon G-004 SEWER SHEET INDEX AND SURVEY CONTROL New Meadows McCall G-005 ROADWAY SHEET INDEX AND SURVEY CONTROL until G-006 ROADWAY SHEET INDEX AND SURVEY CONTROL 95 Cascade Challis CIVIL Weiser 93 DEVELOPER: Dubois C-201 — C-216 SEWER PLAN AND PROFILE Payette *St. TOLL BROTHERS Caldwell 5 Thornton C-301 ROADWAY TYPICAL SECTIONS Nampa ridian •Ketchum Arco •Rigby Dnggs 3103 W. SHERYL DRIVE, SUITE 100 Boise C-401 — C-416 ROADWAY PLAN AND PROFILE Fairfield•Hailey 20 Idaho ails MERIDIAN, IDAHO 83642 34 20 � C-501 — C-502 DETAILS PROJECT Moreland 208-424-0020 Mountain Gooding Blackfoot i C-901 — C-903 McDERMOTT ROAD CROSS SECTIONS Home • Shoshone Pocatello C-904 — C-906 USTICK ROAD CROSS SECTIONS LOCATIONJerome Rupert Americ n Soda prings • 8fi Twin Falls • Burley Falls Montpelier e4 Malad Paris City •Preston AREA MAP _— - - BASIS OF COORDINATES AND ELEVATIONS: Ada County GIS coordinate system, Modified ID West Transverse Mercator Projection Origin Latitude N41'40' Origin Longitude W115'45' False Northing: 0 It False Easting: 2625138.999 ft Scale Factor (Trimble) 1.0001132803 PROJECT LOCATION Units: US Survey Feet Horizontal Datum: NAD83(CORS) Vertical Datum: NAVD88/Geoid12B(CONUS) Horizontal & Vertical coordinates are based on IDTD CORS epoch 2010 (PID:AJ3346) AL N43*3 '10.59593" 4�Ss`O �r W116'1 E 7'0026024" o I Ht:2589.148' o N:724444.248 i 8847 E:2483945.279 Na �� EI:2644.793 Al OF 1- 9D R.V NT USTICK RD I,-. /3_zazS' PROJEG I NU. I U-2b-011 REUSE OF DOCUMENTS J-U-B grants to CLIENT a nonexclusive,non-transferable license to use the Drawings, 'r Specifications and/or Contract Documents(Documents)as follows: CLIENT may make and retain copies of the Documents for reference,but J-U-B shall retain all ("'JUS _ common law,statutory and other reserved rights,including the copyright thereto,and the same shall not be reused on this Project or any other Project without J-U-B's prior written consent. • ti Distribution of Documents to meet regulatory or permitting requirements,or for similar purposes, in connection with the Project,including but not limited to distribution to contractors or subcontractors for the performance of their work,is not to be construed as publication adversely • affecting the reserved rights of J-U-B. The Documents are not intended for use in creating dtm M J-U-B ENGINEERS, INC. F.,.a for grading or earthwork,survey staking layout(unless specifically identified as such in the . fir. •A documents),or property boundary layouts. ❑' j- Any reuse without written consent by J-U-B,or without verification or adoption by J-U-B for the 250 South Beechwood Avenue,Suite 201,Boise,ID 83709-0944 specific purpose intended by the reuse,will be at CLIENT's sole risk and without liability or legal p 208 376 7330 f208 323 9336 wwww.jub.com exposure to J-U-B.The CLIENT shall release,defend,indemnify,and hold J-U-B harmless from e bwatson@jub.com any claims,damages,actions or causes of action,losses,and expenses,including reasonable attorneys'and expert fees,arising out of or resulting from such reuse. THE I GATEWAY If the Documents are provided in electronic format,the electronic documents are subject to the ® OTHER J U VICINITY MAP B COMPANIES GROUPLANGDON MAPPING provisions Of J-U-B's"electronic document/data limited license"found at edocs.ub.com.GROUP '®�'� INC. P 1 K-b ir.lbelow LAST UPDATED:11/13/2025 Call before you dig. SHEET NUMBER: CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE O0 i MARKING OF UNDERGROUND MEMBER UTILITIES cjus GENERAL CONSTRUCTION NOTES SEWER NOTES PAVEMENT RESTORATION NOTES ASSET MANAGEMENT 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN 1, ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO 1. CONTRACTOR SHALL ENTER RELEVANT INFORMATION FROM ALL EQUIPMENT WITH ASSET J-U-B ENGINEERS,INC. VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND THE CENTER LINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT ID NUMBERS INTO THE ASSET MANAGEMENT SPREADSHEET PROVIDED BY (ISPWC),THE C TY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. EQUIPMENT DURING TRENCHING OPERATIONS. THE CITY. INFORMATION TO BE ENTERED INCLUDES ASSET ID NUMBER, MANUFACTURER Z I NAME, MODEL NUMBER, SERIAL NUMBER, MANUFACTURED DATE, INSTALLED DATE, COST "t ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE 2. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE AND ADDITIONAL INFORMATION SPECIFIC TO THE EQUIPMENT TYPE AS DESCRIBED ON - > O o THE REQUIREMENTS OF THE NAMPA HIGHWAY DISTRICT (NHD), AND/OR THE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. THE SPREADSHEET. < O m REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER co STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN 3. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE SPREADSHEET IS O O ^E OR SPECIFICATIONS. (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE ACHD AND NHD STAFF BEFORE CONSTRUCTION BEGINS. FILLED OUT COMPLETELY AND ACCURATELY. IT IS THE CONTRACTOR'S RESPONSIBILITY LLI 3 O O^ m L01• CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES TO ENSURE THAT REQUIRED ASSET MANAGEMENT INFORMATION IS COLLECTED PRIOR Z U O Do 00� 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 4. SAW CUT ALL EDGES OF PAVEMENT REMOVAL AREAS. SAW CUT FULL DEPTH OF TO INSTALLATION; THE TYPE AND NATURE OF INSTALLATION COULD LIMIT OR PREVENT N +.• N 3 SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES ASPHALT PAVEMENT. COLLECTING SUCH INFORMATION. (� Q)•j DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO OF THE WASTEWATER RULES (IDAPA 58.01.16). ni Z DO O7- c A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER 5. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND 3. IF EQUIPMENT IS ADDED TO THE PROJECT NOT PREVIOUSLY ASSIGNED AN ASSET LLI Qj r FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. UTILITY CUT STREET REPAIRS WITHIN ACHD OR NHD RIGHT-OF-WAY PER THE EQUIPMENT ID NUMBER ON THE DESIGN PLANS, THEN IT IS THE CONTRACTOR'S to p_ SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. ) m WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE DETAILS SHOWN ON THE PLANS. SEE DETAIL SHEETS C-501, C-502. AND RESPONSIBILITY TO IDENTIFY SUCH EQUIPMENT AND ENSURE THAT IT IS ASSIGNED AN O O 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY C-503. PAVEMENT SECTIONS AND REPAIRS SHALL BE IN ACCORDANCE WITH ID NUMBER IN COORDINATION WITH THE CITY AND ENTERED INTO THE SPREADSHEET. LO co THE CITY OF MERIDIAN ON SITE AT ALL TIMES. WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL THE UTILITY PERMIT AND THE DETAILS SHOWN ON THE PLANS. N SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS 4. THE COMPLETED SPREADSHEET MUST BE SUBMITTED WITH CONTRACTOR'S APPLICATION PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 6. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL REQUESTING PAYMENT ON THAT SPECIFIC EQUIPMENT. PAYMENT WILL NOT BE MADE 5DAPA 58 PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING UNTIL THE ASSET MANAGEMENT SPREADSHEET IS RECEIVED AND VERIFIED TO BE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON CONDITIONS ARE LISTED IN SECTION 6008.13.11 OF ACHD POLICY MANUAL. CORRECT BY THE CITY PROJECT MANAGER. ALL ASPHALTBE SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE A THE CENTERLINETCH OF THE STRLINESEEET ENT AND INCLUDEAINYSHALL AREA DAMAGEDLLEL BY TO 5. CONTRACTOR TO MEET WITH ASSET MANAGEMENT ON-SITE WHEN ALL ASSETS HAVE ''v5s10NA EE,I,�f PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT EQUIPMENT DURING TRENCHING OPERATIONS. BEEN INSTALLED. ASSET MANAGEMENT WILL LABEL AND VERIFY WITH CONTRACTOR ALL FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE ASSETS WERE INSTALLED PER PLAN. 1 '� 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY 88 7 THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER 5. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AWAY FROM MANHOLES LIDS. SURFACE. 6. ALL WORK AND MATERIALS REQUIRED TO COMPLETE THE ASSET MANAGEMENT U'� �o VALVES. C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH REQUIREMENTS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO 9TE IOP 6. THE CONTRACTOR SHALL CONDUCT TESTING AND TELEVISION INSPECTION AFTER LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SEPARATE PAYMENT SHALL BE MADE BY THE CITY. �hq�R.WP'1g�4 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL THE SEWER. REFER TO THE PROJECT SPECIFICATIONS FOR TESTING TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD, THE INSPECTOR, DOES MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS REQUIREMENTS. NOT MEET COMPACTION STANDARDS, OR TIME IS A CRITICAL FACTOR. SET FORTH IN GENERAL CONSTRUCTION NOTE N0. 1. 7• ALL CCTV INSPECTIONS SHALL BE COMPLETED BY A THIRD PARTY TESTING 7. IN CASES WHERE INCLEMENT WEATHER PREVENTS FINAL TYPE "P" RESTORATION, CONTACT PHONE NUMBERS 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED FIRM. TEMPORARY SURFACING SHALL BE PLACED AS REQUIRED IN SECTION 307 OF i w w z m o PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; THE ISPWC AND SPECIFICATIONS. a z (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 8. EXISTING INVERTS BASED ON FIELD DATA. CONTRACTOR TO FIELD VERIFY PRIOR CITY OF MERIDIAN-PUBLIC WORKS, ENGINEERING m o a o a 208-898-5500 a w o w TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 8. ADJUST NEW AND EXISTING MANHOLE COVERS, VALVE BOXES, AND OTHER z1°w a o wpm 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER UTILITY COVERS TO FINISH PAVEMENT ELEVATION OF THE SURFACE REPAIR. ACHD-INSPECTION COORDINATOR "a k 'w m CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION 9. STATIONING BASED ON CENTERLINE OF THE PROPOSED SEWER PIPE. CONCRETE COLLARS SHALL BE PER SD-508. 'c< m°a SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM JIM PICKARD, 208-387-6308 o v;3 THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN 10. DEWATERING WILL BE REQUIRED TO CONSTRUCT THIS PROJECT. REFER TO 9. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD NMID-SUPERINTENDENT F;w m ACCORDANCE WITH THE DEQ QLPE APPROVED CONSTRUCTION PLANS. PROJECT MANUAL FOR ADDITIONAL INFORMATION. CONSTRUCTION SERVICES FOR COMPLIANCE WITH POLICY AND EXISTING m� / David Duvall, 208-466-7861 m PAVEMENT MARKINGS AT(208) 387-6280. FOR NHD ROW, CONTACT THE NHD 3 a m w m o 10.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE FOREMAN LISTED ON THE UTILITY PERMIT. NAMPA HIGHWAY DISTRICT NO. 1-RIGHT-OF-WAY AGENT c 5 w o 0 > z APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. EDDY THIEL, 208-467-6576 m0-w- a 11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL m o m CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION rc w 3 0 OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT ROADWAY NOTES UTILITY NOTES =pa== LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE F w,0.3 CITY ENGINEER. 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE 1. APPROXIMATE LOCATIONS OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE w m 3:a 12. MISCELLANEOUS ITEMS SUCH AS FENCES, MAILBOXES, SIGNS, IRRIGATION/DRAINAGE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD AT TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF i rc i w FACILITIES, AND SMALL STRUCTURES WHICH ARE REQUIRED TO BE TEMPORARILY LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN "w H rc w RELOCATED SHALL BE REPLACED IN KIND OR REUSED TO AN EQUAL OR BETTER CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT i z ot.PRE-EXISTING CONDITION. IF SUCH WORK IS REQUIRED AND NOT SPECIFICALLY 2. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE o m a m z LISTED ON THE BID SCHEDULE, IT SHALL BE CONSIDERED INCIDENTAL WITH THE INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS OTHER BID ITEMS. WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN 3. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING 13. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CURRENT EDITION OF THE ISPWC AND THE CURRENT ACHD SUPPLEMENTAL SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED CONSTRUCTED. SPECIFICATIONS TO THE ISPWC. NO EXCEPTIONS WILL BE ALLOWED UNLESS, DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. DEPTHS AND SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE JURISDICTIONAL ELEVATIONS OF UTILITIES ARE UNKNOWN UNLESS ELEVATIONS ARE SHOWN 14.THE CONTRACTOR SHALL MAINTAIN AND ENSURE THE FUNCTIONING OF ALL AUTHORITY. SPECIFICALLY ON THE PLANS. CONTRACTOR SHALL FIELD VERIFY UTILITY IRRIGATION AND WASTEWATER COLLECTION FACILITIES ADJACENT TO THE WORK, AND DEPTHS, ELEVATIONS, ANY DISCREPANCIES AND/OR CONFLICTS SHALL BE PROVIDE TEMPORARY FACILITIES IF NEEDED TO ACCOMMODATE THE WORK, AS 4. ACHD WILL OBSERVE ALL WORK WITHIN THE ROAD RIGHTS-OF-WAY, EXCEPT ON BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. APPROVED BY THE AGENCY HAVING AUTHORITY. CONTRACTOR SHALL COORDINATE MCDERMOTT ROAD SOUTH OF USTICK ROAD. ALL TESTING, INSPECTIONS AND ALL WORK WITH GOVERNING IRRIGATION AND DRAINAGE AGENCIES IF SUCH QUALITY CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 2. COORDINATE CONSTRUCTION ACTIVITIES TO MINIMIZE DISRUPTION OF SERVICES. TEMPORARY FACILITIES ARE REQUIRED. ATTEND AND PARTICIPATE IN A SERVICES COORDINATION MEETING AT THE START Ir 0 5. CONSTRUCTION TRAFFIC CONTROL AND SURFACE REPAIR SHALL BE AN OF CONSTRUCTION AND AS REQUIRED DURING CONSTRUCTION TO RESOLVE W 15.CONTRACTOR SHALL PREPARE AN IRRIGATION PROTECTION PLAN, SIGNED AND ONGOING PROCESS, REFER TO THE PROJECT MANUAL FOR REQUIREMENTS. SERVICE ISSUES. 8 SEALED BY AN IDAHO-LICENSED PROFESSIONAL ENGINEER, AND SUBMIT TO A TRAFFIC CONTROL SUPERVISOR SHALL BE ON-SITE AND DIRECT 6 IRRIGATION AGENCY PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. IMPLEMENTATION OF THE APPROVED TRAFFIC CONTROL PLAN AND ALL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH IDAHO W O SUBSEQUENT PHASING. MAINTAIN ALL ACCESS TO EXISTING PUBLIC AND POWER COMPANY AND PAYING ALL COSTS ASSOCIATED WITH PROVIDING PRIVATE ROADS, PROPERTIES, AND BUSINESSES DURING CONSTRUCTION. TEMPORARY SUPPORT FOR THE POWER POLES DURING CONSTRUCTION AS _ COORDINATE WITH ALL AFFECTED PROPERTY OWNERS, AND JURISDICTIONAL REQUIRED TO SAFELY COMPLETE TRENCHING OPERATIONS ADJACENT TO THE Y Q F WATER NOTES AGENCIES AND MINIMIZE THE DISRUPTION TO ACCESS AND OPERATIONS. POWER POLES. 0 w 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN W 4 THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" MONUMENTS DISTURBED BY z AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL Q O CONSTRUCTION NOTE NO. 1. CONSTRUCTION ACTIVITIES Z o 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE 0 WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A 1. ALL PROPERTY AND LAND CORNER MONUMENTS SHALL BE SAVED AND w w PROTECTED IN ACCORDANCE WITH IDAHO CODE 55-1613 AND 54-1234. MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER C MONUMENTS INCLUDE BUT ARE NOT LIMITED TO: LAND AND PROPERTY MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN CORNERS, PUBLIC LAND SURVEY CORNERS, SUBDIVISION, TRACT, OR OTHER W (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE LAND BOUNDARY CORNERS. WHEN SUCH MONUMENTS MAY BE DESTROYED BY 0 CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES CONSTRUCTION, THE MONUMENT SHALL BE REFERENCED UNDER THE DIRECTION 0 FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF AN IDAHO PROFESSIONAL LAND SURVEYOR PRIOR TO CONSTRUCTION. ALL OF THE WASTEWATER RULES (IDAPA 58.01.16). SUCH MONUMENTS SHALL BE REESTABLISHED AFTER CONSTRUCTION BY AN 3 IDAHO PROFESSIONAL LAND SURVEYOR AND CORNER RECORDS FILED PER 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER IDAHO STATE CODE. SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE o WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH o SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS o (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA E r 58.01.16). m y 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE FILE: 10-79-092_GA02 m WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY JUSPROJ.k:10-19-082 (I.E. SEEPAGE BEDS, DRAINAGE SWALES). DRAWN BY:ARB DESIGN BY: BRW o 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER 1) • CHECKED BY:JPE SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF ONE INCH m WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE M. AT FULL SIZE,IF NOT ONE N WITH THE PUBLIC WORKS INSPECTOR. SCA N m LAST UPDATED:10/2/025 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI NSF 61 CERTIFIED, AND MUST c z / Knm"�n,ars6elow. SHEET NUMBER: MEET ALL AWWA AND STANDARD REQUIREMENTS OF THE IDAHO RULES FOR Call before you dig. PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08). CALL 2 BUSINESS DAYS IN ADVANCE BEFORE o ti YOU DIG,GRADE,OR EXCAVATE FOR THE G-O O'/J�L MARKING OF UNDERGROUND MEMBER UTILITIES a p SYMBOL LEGEND LINE LEGEND -0-- N• SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED LINE PROPOSED EXISTING LINE PROPOSED EXISTING DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION LINE LINE DESCRIPTION LINE LINE J-U-B ENGINEERS,INC. SURVEY UTILITIES BOUNDARY IRRIGATION CAP (ALUMINUM) ® MANHOLE (GENERIC) 0 PROPERTY UNE —P/L P/L IRRIGATION —IRR ---IRR--- Z CAP (BRASS) PRESSURE CLEAN OUT _ PROPERTY UNE — - - - - GRAVITY IRRIGATION —GIRR ---ciPB--- Q o L7 El AT GRADE O O RIGHT OF WAY —R/w -R/w PRESSURE IRRIGATION PIRR ---P11 n-- O Cn E CHISELED X THRUST BLOCK Ak LU____ N 1- TEMPORARY EASEMENT —T/E T/R POTABLE WATER -- 3 c o v CTRL PT GENERIC VAULT 0 FYI -Pw m PERMANENT EASEMENT —P/E P/e NON-POTABLE WATER —NPw— ---NPw--- ♦Z� Q) ._�. o V 30 N CTRL PT Y22" REBAR AIj2.PI" COMMUNICATIONi CONTROL PT TOWNSHIP AND RANGE - GAS LU c Z coO - CTRL PT`%" REBAR 0°5/6'PI" TELE. MANHOLE OT Uj d 0 coeTBaL PT SECTION LINE NATURAL GAS c ---c---- CO �_ EL CTRL PT 60D NAIL A60D TELE. PEDASTAL O ® - L0 QUARTER SECTION LINE NATURAL GAS SERVICE —G—0— --c---c--- � N Co CTRL PT HUB & TACK ®HT TELE. POLE a 1/16 SECTION UNE HIGH PRESSURE GAS —HPG ---HPc--- CTRL PT PK NAIL APK N PEDASTAL ❑rO ® STATE LINE LIQUID GAS LG ---cc---- CTRL PT TEMP BENCH MARK AT.. GUY WIRE � � COUNTY LINE STORM DINRAIN A(GENERAL) SD ---sC---- p ,ONEENCf NAIL ® 0 DOMESTIC WATER I NAIL AND TAG ®"/1 FIRE HYDRANT C9 A SITE STORM DRAIN —X"SD— ---x"sD--- m 8847 p ROOF DRAIN RD ---BD---- a .b NAIL (PK) OPK SPIGOT 6 6 FENCE x ---x---- 9rE OF" BOLT • YARD HYDRANT 9 * MAJOR CONTOUR 2521 — — — — SANITARY SEWER q�R.WNt MINOR CONTOUR -------- SANITARY SEWER (GENERAL) SS DRILL STEEL o WATER MANHOLE SANITARY SEWER Ss - GRADE BREAK Ge • WATER METER ® 0 N w REBAR Q¢') o SANITARY SEWER SERVICE —SS—SS— ---ss---ss--- Fz a TOP OF BANK roe a z. u, REBAR ( ") • WATER VALVE Da N SEWER FORCE MAIN FM TOE OF SLOPE TOE STAINLESS STEEL ROD ® ELECTRIC o 11 w I CUT LIMITS — — — — WATER aw�w� IRON PIPE o ELEC. MANHOLE OO FILL LIMITS WATER (GENERAL) W ---w---- a rc m o °zrc�u5 B WATER (SPECIFIED SIZE) x1M— ---x•w--- � o RAILROAD SPIKE 0 ELEC. METER ® 0 DITCH ELEC. TRANS. O e WATER SERVICE —wS—wS -— --ws---ws--- N�",� R/W MONUMENT �o ❑ STORM SWALE — - a y z o N STONE ® JUNCTION BOX O J EDGE OF WATER INV INVERT w a ❑ HIGH WATER ABBREVIATIONS IDAHO STANDARDS FOR PUBLIC WORKS rco;"o POWER POLE $ f ADA COUNTY HIGHWAY DISTRICT w o x SECTION CORNER. MON. 22 15 WETLAND wer ACHD ISPWC CONSTRUCTION x o 3 5 w 21 1 B POWER STUB RO QQ APPROX APPROXIMATE IN OR " INCH F o w=3 W WETLAND BOG BOG ASP ASPHALT LB OR # POUND w m SECTION QUARTER MON. 15 STREET LIGHT �}E uBSH ASSY ASSEMBLY LINEAL FEET 8 u,Y 22 WETLAND MARSH LF i w.i.1 m SITE TRAFFIC SIGNAL POLE ® ANGLE w H w WETLAND SWAMP swop > LN LINEAL a J BOLLARD ® o IRRIGATION 0 AT (MEASUREMENTS) MAX MAXIMUM o w a�°n i ROADWAY BH BORE HOLE MIN MINIMUM BOULDER Q IRRIGATION VALVE ROAD SHOULDER BLDG BUILDING MJ MECHANICAL JOINT DRINKING FOUNTAIN UE IRRIGATION VALVE BOX OI O ROAD CENTERLINE BM BENCH MARK NO OR # NUMBER FLAGPOLE OP ® SPRINKLER ROAD ASPHALT e -EP -- BOR BUREAU OF RECLAMATION NMID NAMPA & MERIDIAN IRRIGATION DISTRICT m A BPBC BOISE PROJECT BOARD OF CONTROL NTP NOTICE TO PROCEED GATE 4O �� NATURAL GAS ROAD GRAVEL ---Bc---- BSC BITUMINOUS SURFACE COURSE PE POLYETHYLENE MAIL BOX 0 © GAS METER ® 0 TOP BACK OF CURB BSW BACK OF SIDEWALK P/E PERMANENT SEWER EASEMENT o PARKING METER °�' c c LIP OF GUTTER BW BOTH WAYS PC POINT OF CURVATURE GAS VALVE x N C CHANNEL (STRUCTURAL) PL PLATE LL-I Cc LANDSCAPING LIMITS ---�---- CENTER LINE Z POST o • SANITARY SEWER C/L PL PROPERTY LINE LU SIGN 4 T CLEANOUT O ® POWER/COMMUNICATIONS CMP CORRUGATED METAL PIPE PT POINT OF TANGENCY O OVERHEAD POWER —OHP oHP CO CLEANOUT PVC POLYVINYL-CHLORIDE = Q F SPOT ELEVATION 0 0 SEWER STUB O © UNDERGROUND POWER UP ---uP---- CONC CONCRETE R RADIUS Z 0 LU TREE (SHRUB) f,1 © SS MANHOLE - CONT CONTINUOUS RP RADIUS POINT — "�-' OVERHEAD TELEPHONE —OHT -OHT--- m CPLG COUPUNG R&R REMOVE & REPLACE z D] 4 TREE (STUMP) STORM DRAIN UNDERGROUND TELEPHONE UT ---uT---- CU FT CUBIC FEET REM REMOVE ~ Q Q TREE (CONIFEROUS) CATCH BASIN ® ® FIBER OPTIC —F/O ---F/O--- CU YD CUBIC YARD REQ'D REQUIREDzZ 2 DRY WELL Dw CABLE TELEVISION CTV _--CT,--- DEG OR ' DEGREE REV REVISION Q ® DIET DETAIL R/W RIGHT-OF-WAY ME LU Z TREE (DECIDUOUS) o UNDERGROUND POWER, ---Rj,. -- Cc- FLARE END TEL, CABLE T/ DIA OR 0 DIAMETER S SLOPE LU 0 DIP DUCTILE IRON PIPE SPEC SPECIFICATION 0 LU TEST HOLE TH GREASE TRAP -O ® O UNDERGROUND POWER, --P.T.Crv.G--- DISTRIBUTION U J TEL, CABLE TV, GAS DIST STA STATION r, WELL Qw SD MANHOLE 0° DWG DRAWING STD STANDARD WELL (MONITORING) O 10 EA EACH STL STEEL EG EXISTING GROUND SST STAINLESS STEEL oELB ELBOW SY SQUARE YARD ELEV ELEVATION S/W SIDEWALK EW EACH WAY TBC TOP BACK OF CURB EXIST EXISTING T/E TEMPORARY CONSTRUCTION EASEMENT E w FG FINISH GRADE m U TYp TYPICAL FILE: 10-19-092_G-003 m Q TFC FH FIRE HYDRANT TOP FACE OF CONCRETE JUS PROJ.k:10-19-082 FLG FLANGE W/ WITH DRAWN BY:ARB m FEET DESIGN BY: BRW o O FT OR WITHOUT' W/o CHECKED BY JPE GV GATE VALVE WHERE REQUIRED ONE INCH HORIZ HORIZONTAL W/REQ'D AT FULL SIZE,IF NOT ONE ID INSIDE DIAMETER LAST UPDATED:4T/2020 ITD IDAHO TRANSPORTATION DEPARTMENT SHEET NUMBER: �8 ao G-003 � 0 100 200 (� MATCHLINE STA.103+00,SEE BELOW _ `�•� M SCALE IN FEET J-U-B ENGINEERS,INC. � C-208 BEGIN MCDERMOTT SEWER CONSTRUCTION Y o Z j S89'21'21.67"E 210.00' Q M o STA: 10+25.00 Do 0 1 Uj -0 o m N: 720612.127 3 w+ Lu 0 0) n E C-201 E: 2433578.627 �' toe+to.00 M C-202 C-203 0 W 0 O cro 01 0 o C-204 a C-205 C-206 o ;-C-207 W L N M M a o Z o m Co o o o no *38 107 n 140�® + �+ 143 ^ 145 46 + 1 .s7"E 189.98' (� '� a 3 MCDERMOTT RD r144 a 0 Z m (n- c /I 142 163 ii 101 W L -10+00 11+00�+00 13+00 1 4+00 15+00 16+00--17+ 0�18+00 19+00 0 20+00 21+00 22+' 23+00-- 124+00�25+00- +00-27 L--28+0A29+ 30+00�31+00 32+ f�33+00 34+00 35+001300 m a O Lo❑ ❑ o 5/8"P " ❑ PI: 34'57.36"W 119.71' _ NCO 15/8 L PIN 5/8"PIN 5/8"PIN157 158L 5/8"PIN CONTROL PI: 100'CONiROL PT 1CONTROL PT CONTROL PT 11115 13 12 S89'21'21.59"E SO'33'50.63"W 341.00' SO'35'30.63'V 341.00' SO'38'39.25"W 500.00' SO'29'14.82"W 500.00' S0'07'34.71"W 500.00 SO'09'49.96"W 473.28' 100+ BEGIN USTICK END MCDERMOTT SEWER CONSTRUCTION SEWER CONSTRUCTION STA: 99+92.02 STA: 37+08.28 N: 717957.248 N: 717928.936 E: 2433531.417 E: 2433559.050 ° - < �w g I�yU7 U'1.0 1 Q 0 100 200 cww a CIU°wmj k� m �a�m8 °uo�� SCALE IN FEET ,F�0 m Q y�N w z �3°mzJ 0 o,W'zo - m o� 5 z w S89'21'17.90"E 400.00' o °J OI ��_ � a w l C-208 C-209 C-210 C-211 C-212 W.5 0 3 0 zpw�o w w I C-213 dl S89'21'21.67"E 210.00' PI: 108+20.00 PI: 120+20.00 C-214 C-215 '�w m a ircz�w PI: 1 16+20.00 y w j�m USTICK RD I -1 64 21 PI: 128+20.00 �23 W. =z o o 103 iomaw i 00 105+00 106+00 i 7+00 108+0 109+00 110+00 111+00-112+00-113+00 114+00-115+00--'116+0 117+00 118+00 119+00-120+0/1"- 1+0I-12SIS2+00-123+SOSO 5 s"PIN 125+00 126+OOJ �127+00�128+0 129+00 I30+00 5 8"PIN 132+00- S6 SSI S S �I 104+ ICON ROL PIT 159 18 /CONNIROL PPT I� 102 /CONTROL PPT I "PIN 5 8 PIN ss Z 17 J 19J _/CONTROL PT CONTROL PT 131+0 J S89'20'05.36"E 400.00' PI: 112+20.00 S89'16'59.56"E 400.00' S89'12'11.80"E 400.00' 20 S89'18'40.72"E 400 00, PI: 124+20.00 22 S89'20'50.35"E 400.00' U PI: 104+20.00 Q �I 589'20'37.99"E 400.00' JO Z W O U uJ O } F SURVEY CONTROL PROPERTY MONUMENTS o I Cc CPT# NORTHING EASTING ELEVATION DESCRIPTION POINT# NORTHING EASTING DESCRIPTION F- Q Q 10 717994.02 2433598.37 2531.59 CP5 101 717961.58 2433561.59 P5 4431 X w 11 718539.39 2433533.73 2532.85 CP5 102 717945.93 2434880.71 AC 2" 12 719038.85 2433525.14 2533.64 CP5 103 717930.11 2436199.78 AC 14221 C w W w 13 719539.07 2433531.04 2532.41 CP5 107 720594.80 2433584.47 P5 DI 14 720038.81 2433534.56 2531.59 CP5 140 719961.01 2433628.97 P5 NO CAP POR Cc w DO al 15 720591.59 2433542.10 2529.86 CP5 142 719278.59 2433573.33 IP ww C-415 w W -215 C-416 16 720967.67 2433556.53 2525.33 CP5 143 719048.51 2433595.98 P4 2471 0 +17° 17 717932.17 2434097.72 2531.97 CP5 144 718998.95 2433595.80 P4 2471 04 `O / I 18 717929.28 2434598.12 2534.40 CP5 145 718780.02 2433608.97 P4 946 q w 00133+00 13a+oo-135+00136+00-137+007 19 717922.01 2435098.54 2534.80 CP5 146 718720.12 2433608.40 P4 NO CAP II m U Z 24 FILE: 10-19-082_G-004 m zi � ••PIN 20 717912.34 2435502.04 2536.83 CP5 157 719048.75 2433571.40 IP 1IN POR JUS PROD.k:10-19-082 Z END U TICK CONTROL Pr DRAWN BY:ARB 1.) n DESIGN BY: BRW m Z. � CONSTRUCTION 21 717957.02 2435892.28 2537.79 CP5 158 718720.60 2433568.41 P5 NO CAP G 1i O Q CHECKED BY:JPE -o gl STA: 7913.6.31 22 717911.25 2436121.57 2538.51 CP5 159 717953.86 2434222.85 P5 NO CAP POR ONE INCH a N: 717913.612 AT FULL SIZE,IF NOT ONE E: 2437196.446 INCH qCAI 23 717951.18 2436619.34 2538.95 CP5 163 718780.26 2433593.98 CHX LAST UPDATED:B/20/2025 m 24 717885.09 2437129.02 2543.02 MAG 164 717965.94 2435329.34 P4 NO CAP SHEET NUMBER: SEWER SHEET INDEX o 25 717873.18 2437578.71 2547.91 CP5 G-004 SCALE:NO SCALE ao -0--- 0 100 200 MATCHLINE STA.603+50,SEE BELOW ` _ _ \JUB To SCALE IN FEET S89'20'56.831 1071.68' o J-U-B ENGINEERS,INC. SO'43'47.81"W 52.98' Y I: 603+23.45SO'22'1348"W 21640' � CID SO'38'14.68"W 395.88' Q O M F g (/7 -O S89'20'15.44'E 260.02' cr 0 m m ; PI: 516+51.63 PI: 521+04.69 o Lu 0 CD 10 0 N C-401 C 402 -C-403 C-404 C-405 C-406 601+00 C 407 W N M aMo�_ + 140 Z 0 a>co, 0 145 t 0.41"W 99.99' N 146 SO'24'08.33"W 214.20' (3 (D 7 bi 07 �/ I o MCD7OfRD 142 518+0 143� �144 528+00 Z m(n L _ / \\ 163 i� 10 w o 500+00 502+00503+00504+00 505+00 506+00507+00 508+00 509+00510+00 +000Q10--- P L515+00 517+00-J 1518+OOJ519+0�520+00 521+00522+00 523+00524+00 525+00 526 (/J o CO o 0 501+00 o D 0 Qo 5/a"Pw _ N m 0 5/8"PIN 0 5/8"PIN O S/8"PIN a 514+00 157 A 5/8"PIN 1 58 CONTRO PT 527 cpNTROL PT ��CONTROL PT PI: 506+85.94 CONTROL PT L caNrRo�Pr PI: 518+88.2 PI: 525+29.57 L SO 33'58.39"W 632.95' 14 � PI: 513+92.69 12-/ 1 1 PI: 527 15 PI7510+81.81-/13 SO'22'43.21'N 176.44' PI: 606 SO'47'35.14"W 310.87' SO'03'19.58"E 236.67' S89'41'43.97"E MCDERMOTT SO'31'14.87"w 210.68' WAY BEGIN MCDERMOTT so 24'Ss.15"w 25s.sa' START USCONSTRUCTION ROADWAY CONSTRUCTION PI: 523+15.38 ROADWAY CONSTRUCTION STA: 500+25.00 STA: 600+02.11 STA: 527+64.99 N: 720642.825 N: 717962.252 N: 717902.956 E: 2433583.684 E: 2433499.412 E: 2433559.841 o - �w o ImyU7 U'QZF=� Q 0 100 200 Yw°w0 a UUQwmj Y k3 m A:- SCALE IN FEET r o�Nm zoo z 0 0 rcz�W�o w c�OF 0 Q I C a-C-411 C-412 C413 C-414 ww w wm°za- PI: 613+95.13 614+00 1 z + y o PI: 621+54.82 m rc I I USTICK RD 1 64 21 27+00 103 r23 I i`ooau0 i 604+00 805+00 606+00 607+00 808+00-609+00 810+00-811+00-612+00-613+00 615+00 616+00�617+00 618+00i 619+00 620+00-621+001622.+00-623+00 ®s/a"PIN625+00 626'6o 628+00�629+00 630+00 ®5/8"PIN F 0 5 8 PIN N CONTROL PT 159 1CONT/ROL PPT o 5/8"PIN W I 18J I r, 1 D2 /CONTROL PT CONTROL PIN o 5 8 PIN 0 z 17 19 20_/ 624+00 CONTROL PT W 22 PI: 629+16.60 631+00 Q I S89'20'56.83"E 1071.68' S89'13'20.38"E 759.70' S89'20'38.05"E 761.78 S89'19'50.40"E 808.40' ¢ p 632+00 I 0_ 0 Lu U Lu LIJ w F SURVEY CONTROL PROPERTY MONUMENTS ?o 0 CPT# NORTHING EASTING ELEVATION DESCRIPTION POINT# NORTHING EASTING DESCRIPTION Z Q 10 717994.02 2433598.37 2531.59 CP5 101 717961.58 2433561.59 P5 4431 ~ ¢ w 11 718539.39 2433533.73 2532.85 CP5 102 717945.93 2434880.71 AC 2" c 12 719038.85 2433525.14 2533.64 CP5 103 717930.11 2436199.78 AC 14221 WLu END USTICK ROADWAY CONSTRUCTION 13 719539.07 2433531.04 2532.41 CP5 107 720594.80 2433584.47 P5uj 0 STA: 637+11.00 l 14 720038.81 2433534.56 2531.59 CP5 140 719961.01 2433628.97 P5 NO CAP POR Q 0 N: 717918.433 3 co al E: 2437208.040 15 720591.59 2433542.10 2529.86 CP5 142 719278.59 2433573.33 IP Q C-415 C-416 16 720967.67 2433556.53 2525.33 CP5 143 719048.51 2433595.98 P4 2471 � 0 & NI 17 717932.17 2434097.72 2531.97 CP5 144 718998.95 2433595.80 P4 2471 04 18 717929.28 2434598.12 2534.40 CP5 145 718780.02 2433608.97 P4 946 F 633+00 63 00 635+00-636+00 637 0.25 19 717922.01 2435098.54 2534.80 CP5 146 718720.12 2433608.40 P4 NO CAP m U Z 24 FILE: 10-19-082_G-004 _ �I �s?ys PIN 20 717912.34 2435502.04 2536.83 CP5 157 719048.75 2433571.40 IP 11N POR JUBPRCJ.a:10-19-082 ? = CONTROL PT DRAWN BY:ARB 21 717957.02 2435892.28 2537.79 CP5 158 718720.60 2433568.41 P5 NO CAP DESIGN BY: BRW CHECKED BY:JPE ONE INCH �� 22 717911.25 2436121.57 2538.51 CP5 159 717953.86 2434222.85 P5 NO CAP POR AT FULL SIZE,IF NOT ONE IN'H SCALEn INGLY 23 717951.18 2436619.34 2538.95 CP5 163 718780.26 2433593.98 CHX LAST UPDATED:8/20/2025 m 24 717885.09 2437129.02 2543.02 MAG 164 717965.94 2435329.34 P4 NO CAP SHEET NUMBER: ROADWAY SHEET INDEX o 25 717873.18 2437578.71 2547.91 CP5 G-005 SCALE:NO SCALE ao `� 0 100 200 MATCHLINE STA.603+50,SEE BELOW_ _ \ U END MCDERMOTT SCALE IN FEET ROADWAY CONSTRUCTION J-U-B ENGINEERS,INC. c STA: 1012+53.28 N: 719418.566 S46'49'45.05"E 29.20' 0 Z E: 2433684.210 x - > m MCDERMOTT STA: 1012+27.83 = x� (/j -p O r�i BEGIN N RIGGS '�� to co 3 ROADWAY CONSTRUCTION ♦p 1012+70.80 rn W 0 r p o ? C-401 C-402 STA: 2000+00.00 C-403 $p, S49'30'10.22"W 86.37' C-404 C-405 C-406 C-407 Lu N M M N: 719437.3,62 x x Z_ U 0)CO a0 14D E: 2433667.064 p�1' 145 oo 3 143 146 10 C3 m >p 7 x0a O RD ? 144 Z m(n- Jx r142 f 163 101�p PIN w 0 7il +00-1002+00-1003+00 1004+00-1005+00-1008+00-1007+00�1008+00 1009+00-1010+00 Pp-2002+OOJ 2003+00-2004+OOL2005+OOJ 2006+00�2007+0F2008+00 2009+00 2010+00-2011+00 2012+00 2013+00-2014+00-2014+84 T CO w a O PIN 5/8"PIN 5/8°PIN 157J. 0 158 5/8"PIN PI: 2014+17.30 Nm5/8"PIN 1CONTRO PT SO'26'57.98"W 66.78'PT SO'35'16.61"W 949.01' CONTROL PT 1CONTROL PT 1CONTROL PT 11 13 PC: 2000+86.371/ PT: 2001+66.32 12 PC: 1009+49.01 L=79.95' START MCDERMOTT L=321.79' END N RIGGS ROADWAY CONSTRUCTION \=4T25'04" \-491012" ROADWAY CONSTRUCTION R=388.83' R=93.16' STA: 2014+84.09 STA: 1 OOOt00.00 CB=S24'55'04"W N: 717993.228 N: 2 3358 ,68 CB=523'072.69' CL=77.51' E: 2433560.935 E: 2433583.684 CL=312.69' o - Zw g I�yUlp (7aZF= ¢=0a 0W0 a OUo mm> > k� m �a�m8 i,F�amQ z �3°mzJ 0 o-*20 - o M: > z � mm 2 �OOZFJ m zpw=O C 408 C 409 C-410 C-411 C-412 C-413 > 3 -C-414 C-415 �6m�< ircz�w PI: 813+95.1 14+00 PI: 621+54.82 USTICK RD �1 64 21 27+00 r23 i z o 103 I iowaw Z -604+00 805+00 608+00607+00808+00-609+00610+00-611+00-612+DO-613+00 615+00-616+00�617+00 618+00619+00-620+00 621+00 622+00-623+00 ®s/a°PIN 625+00626+00� 628+00--629+00630+00 5 8"PIN 5/8°PIN o 5/8°PIN 0611. CONTROL PT 1 59 1 8 /CONTROL PT 1 02 0 5/8°PIN Qo "PIN 5 8 PIN J CONTROL PT 1 7 1 9 7 CONTROL PT CONTROL PT 2Q 624+00 22 PI: 629+16.60 631+00 S89'20'56.83"E 1071.68' S89'13'20.38"E 759.70' -� S89'20'38.05"E 761.78' S89'19'S0.40"E 808.40' O 632+00 � H z O W U 6 W } w Ir F SURVEY CONTROL PROPERTY MONUMENTS o 0 CPT# NORTHING EASTING ELEVATION DESCRIPTION POINT# NORTHING EASTING DESCRIPTION Z Q 4 x 10 717994.02 2433598.37 2531.59 CP5 101 717961.58 2433561.59 P5 4431 11 718539.39 2433533.73 2532.85 CP5 102 717945.93 2434880.71 AC 2" O-Lu z lw ME H 12 719038.85 2433525.14 2533.64 CP5 103 717930.11 2436199.78 AC 14221 Ccw END USTICK LJJ = ROADWAY CONSTRUCTION 13 719539.07 2433531.04 2532.41 CP5 107 720594.80 2433584.47 P5 Tn STA: 637+11.00 U Q N: 717918.433 14 720038.81 2433534.56 2531.59 CP5 140 719961.01 2433628.97 P5 NO CAP FOR E: 2437208.040 15 720591.59 2433542.10 2529.86 CP5 142 719278.59 2433573.33 IP Q C-415 C-416 16 720967.67 2433556.53 2525.33 CP5 143 719048.51 2433595.98 P4 2471 DOC 0m 17 717932.17 2434097.72 2531.97 CP5 144 718998.95 2433595.80 P4 2471 0 18 717929.28 2434598.12 2534.40 CP5 145 718780.02 2433608.97 P4 946 6 -633+00 00635+00-636+00637 0-25 qw 19 717922.01 2435098.54 2534.80 CP5 146 718720.12 2433608.40 P4 NO CAP m U 24 FILE: 10-19-082_G-004 m ® PIN 20 717912.34 2435502.04 2536.83 CP5 157 719048.75 2433571.40 IP 1IN POR JUSPROJ.#:10-19-082 CONTROL PT DRAWN By:ARB z 21 717957.02 2435892.28 2537.79 CP5 158 718720.60 2433568.41 P5 NO CAP DESIGN BY: BRW 90 CHECKED BY:JPE 22 717911.25 2436121.57 2538.51 CP5 159 717953.86 2434222.85 P5 NO CAP POR ONEINCH <m j1 1AT FULL SIZE,IF NOT ONE 23 717951.18 2436619.34 2538.95 CP5 163 718780.26 2433593.98 CHX LAST UPDATED:820/2025 m 24 717885.09 2437129.02 1 2543.02 MAG 164 717965.94 2435329.34 P4 NO CAP SHEET NUMBER: ROADWAY SHEET INDEX �+ o 25 717873.18 2437578.71 2547.91 CP5 G-OOV SCALE:NO SCALE ao APPROVED FOR CONSTRUCTION KEY NOTES (P'J J"B 16 •��^ KEY NOTE DESCRIPTION -�G SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U N ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z Q SO433234140 INDICATED IN PROFILE) w/ PREFABRICATED BASE PER o FISHBURN JUSTIN ALLEN S2 ISPWC SD-501A. SEE TABLE ON SHEET C-502 FOR co 4000 N MCDERMOTT RD BASE EXTENSION DIMENSIONS. SEE TABLE ON SHEET cr W O CD (D 0 INV EL: INV EL: C-502 FOR BASE EXTENSION DIMENSIONS. W 3 O r c\J co r-0 2527 12 2527.08 R0486000210 53 CONNECT TO EXISTING MANHOLE z v N o WAGGONER MARK D :- a 3 INV EL: o IN EL: 6096 W BECKY DR S4 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN z )(:3� 33 LF, M2 2527.03 DETAIL ON SHEET C-502). REFER TO COM STD DWGS W o 24" RCP 2 27.31 SW1 AND SW2 AND DETAILS ON SHEET C-502 m (n vUi a INV EL: INV EL: 2526.95 o RCP M6 INV EL: 15,. INV EL: S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS O� m 2526.27 \ 2527.52 2527.88 INDICATED IN PROFILE) w/ PREFABRICATED BASE PER N O .' CMP ISPWC SD-502A. SEE TABLE ON SHEET C-502 FOR INV EL: M2 68 LF, 12" CMP X-----X x--- BASE EXTENSION DIMENSIONS. 2527.38 ^ -- - w - - ,- W - _ _ -R _ _ fW' X „_;,_ „/+�'- �=��W R/W o S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER - --�- --------- -- - -x __ ___ __ __ --- N DETAIL, SHEET C-502) AL--- - -- - _ _ _ _ N INV EL: ---------- _ _ _ _ _ _ _ _ _ U O E,1, 2527.74 �� H 57 'Y-TYPE CLEAN-OUT. REFER TO COM STD DWG S7 ,E�vSstOtS•TE�, - - TOE TOE TOE TOE - -Fo--- L TIRO- -_Fo= - - Po_T� � Fo---- w-=�- __=F�_- _-__Fo=,a ==Fo- _-_- =====Fo== Fo_=_-_ Fo = Eo_=== = U1 RETAIN AND PROTECT EXISTING CULVERT - - ----- ----CEP-----EP-----EP-M ----EP-----EP-----EP-----EP ----EP -- U) 8847 U2 OPEN TRENCH CULVERT REPLACEMENT U'a $❑ (2) MAILBOX M1 S1 w yT �. 180' / _ _ MCDERMOTi RD 18a _ U3 WATERLINE CROSSING A E OF t0 11+00 12+00 13+00 14+00 N �qD R.W P1s� ---ss10+00_- MISCELLANEOUS KEY NOTES -----I55--- SS\ SS ISS 9S SSI SS SS SS M7 REMOVE AND RESET ITEM o \ Mq (2) UTILITY PEDESTAL Zs ----_EP S3 - - - ----€e _=�P--_ -FP-----FP ----EP-----EP---- -EP -----EP-'4 -----EP-----EP--- SS ----F-e-------E2---- H _ TOE _ TOE _ - -To€- TOE TOE TOE ^° TOE T" MH-2 TOE TOE J rn M2 REMOVE AND REPLACE ITEM ❑ z F EXISTING MH-1 - - D� �op-ux e,F - - - TOPS^^" TOP-N: 720271.14 `�Z M3 REMOVE ITEM w �Wg AH -- fU MIA P---- �iF1P �Flp TOHP- - LU < Z w ro p 611- N: 7-0F�1 -1.�-\ �W R/W R/W R/W R/W R/W R/W R/W IW R/W R/W R/W R i_ O i 21.5Sb78.G5� E: 2433575.27 2 01.z Q IF -- IRR- -- IRR-----IRR-----IRR- --- IRR-----IRR-----IRR-----IRR-----IRR-----IRR ----IRR-----IRR- --RRR\- --IRR-----IRR_ = C) M4 RETAIN AND PROTECT aFOU woo la MS REFERENCE AND RESET LAND MONUMENT ❑kJ' m ___ M6 M6 NOBLE LATERAL z o i TOP Top TOP TOP TOP TOP TOP TOP TOP Td M6 POWER/LIGHT POLE SUPPORT TOP \ I \ TOE TOE TOE TOE TOE y<m m w z 29 O M4 NOTES: °gw'z° ono °r ' z 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. 2 o❑w a 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE z o x 1 k 50432417350 ; ❑ SO432141900 L WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 3. w ACCLIMA INC CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES 2w ° ❑ SPRIGGEL ROBERT G LIFE ESTATE a- N MCDERMOTT RD 4005 N MCDERMOTT RD 3235� HORZ 0 20 40 BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF a w 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF p w m : UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY < RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS wwz N VERT 0 5 10 FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. w w SCALE IN FEET 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER ?o,a N d ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON 2535 2535 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL __ ------ ------------ - - NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 2530 __--------- - -------- 2530 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE Ir o 'C FINISH GRADE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE LL.I x J/ EXISTING GROUND AT OF PIPE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. ✓ AT OF PIPE 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE (REFER TO C-400 SHEETS) W ul DISPOSED OF OFFSITE AT APPROVED WASTE SITE. W O J 2525 2525 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR (nILL = AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Y Q w OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 0 d DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN «y y BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. c<i 2520 2520 10.REFER TO SHEETS C-401 THROUGH C-416 AND C-901 THROUGH z Z C-906 FOR ROADWAY REPAIR. Q Q ~ 0 d w cr W 2515 2515 LLJ LLJ W U) 0 U y� 2510 MH-2 (60") 2510 a RIM: 2531.05 w INV IN: 2499.01 30"(S) w EXISTING M-1 (60") INV OUT: 2498.91 30"(N) o STA: 10+25.00. 0.00' 2505 RIM: 2529.67 2505 o INV IN: 2498.57 30"(S) FIELD VERIFY INV OUT: 2498.47 30"(N) FIELD VERIFY E z m U FILE: 10-19-082_C-201X 2500 341 LF 30" PVC 0 0.10% 341 LF 30" PVC 0 0.10% 2500 JUB PROD.4:10-19-082 DRAWN BY:ARB a U DESIGN BY: BRW o O CHECKED BY:JPE ONE INCH a 3 2495 2495 AT FULLSIZE,IF NOT ONE V LAST UPDATED:11/12/2028 SHEET NUMBER: o� 2490 2490 C-201 a 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 APPROVED FOR CONSTRUCTION _i KEY NOTES KEY NOTE DESCRIPTION SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. a S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U SPWC P A MANHOLE > INDCATED IN PROFILE) w/EPRE PREFABRICATED OBASEIZ S Z PER cy) 52 ISPWC SD-501A. SEE TABLE ON SHEET C-502 FOR 07 -0 BASE EXTENSION DIMENSIONS. SEE TABLE ON SHEET W 0 CD c^o E R0486000450 C-502 FOR BASE EXTENSION DIMENSIONS. O R0486000210 ? w I ? LU N m WAGGONER MARK D I FARROW JUBAL 53 CONNECT TO EXISTING MANHOLE co� I 6395 W BECKY DR � Z U a>c0 0., 6096 W BECKY DR I 11 �I U — a; 15' M4 a I I I I S4 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN z m (!) N 1 CMP �o I I I�I DETAIL ON SHEET C-502). REFER TO COM STD DWGS LU o I o I SW1 AND SW2 AND DETAILS ON SHEET C-502 (n INV EL: - l a >I I I M a INV EL: m, 0 O N I 2527.80 Iwo I\` 2527.53 I N S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS Lf) D] U ----x— x x —x ----x— \ / / A` .� H ISPWCTSD I502A.0SEE)TABLE ON SHEETCD 502 BASE FORPER �\ w I —x—————x— x __ _ _ _ — — — — — — — L0 BASE EXTENSION DIMENSIONS. LU _ —R�7P— _R7w— — —R� R/W — — R/ R/W — — I W Q IRR-- ---IRR—��--IRR ---- --__— Raw-- R/w R�EE ——__ — ——— — — — POTABLE WATER CLASS SLEEVE U ---------- -- ----- __ —_— --------- _ OE __ uJr---- --- —-- -------------------- — I TOE o \�\ TOE TOE LU S6 , � — — — — — — — — — — — — — — — — — — — — i� M4 CM P \\� Itwn 57 _ CLEAN—OUT. DETAIL, SHEET C 502) L•Lp A REFER TO COM S xvSSI �IOE— DOE— FI�To'_—_—_Fp_—_—_—_—_—_FO—_—__ol FO—————Fp—————FO—— 1�F6==� FQ— F6--�� 0-----Fp-----FO-----Fp-----Fp--- T' TYPE1, 1:' N __E__—________ _____ _ -- --_—_— --- — — 1eR-- -------------------------- U1 RETAIN AND PROTECT EXISTING CULVERTTD V —EP—————EP—————EP ------ EP-----EP-- —EP-----EP-M ----EP---- EP/ `�—EP_----- — ---- ----- ----�Ir= a0 8847 S1 INV EL: ___ �.� INV EL: U2 OPEN TRENCH CULVERT REPLACEMENT �' o Q 21529.79 2529.87 I Q a91 -MCDERMOTi RD — _- 9 — d OF U3 WATERLINE CROSSING l2 p11 15+00 16+00 18+00 I UU AD R.wNz z SS SS SS SS SS SS n SS SS SS z MISCELLANEOUS KEY NOTES } + I= dp 3- Qz _ _ --- - --- _ S5 MH-3 REMOVE AND RESET ITEM 0 F —�P----- EP—————Ep-------Ep-----EP--- —EP ---- UF — --------- ----------------- 16 --- TOE TOE TOE TOE TOE — TOE TOE TOE TOE E: 2433571.75 TOE TOE Q M2 REMOVE AND REPLACE ITEM F R-- - 8NR--� --0FIR HP —! ��— OhL4 — — -- .akn dH0 d dH0 dH0_ ¢ w —_ -- — ---- r — --UT----- ----- �O -- R/w w_— R/w Rpv_ ————R/w R/w _ R R/w R/ REMOVE ITEM w 711-----IRR-----IRR IRR—————IRR—————IRR-----IRR---\<IRR —IRR-----IRR-- — IRR-----IRR ----IRR-----IRR-----IRR-----IRR-----IRR��— �m<z�' M4 �.� M4 RETAIN AND PROTECT a w co>m° a M6 M4 UTILITY PEDESTAL o 1,w < MS REFERENCE AND RESET LAND MONUMENT "�kJ,'n m 1p TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP a M6 POWER/LIGHT POLE SUPPORT °" w �zo L—TOE TOE TOE TOE TOE '^E OE F Q a m o I _ z NOBLE LATERAL NOTES: °s%*Zl o "'nor ' o S0432oFO w ACCUM 1INC 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. 1 2 o ¢ a ACCLIMA INC L 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE o m F-k l 3235 N MCDERMOTT RD WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 3 5 w z �o 0 CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES rc W. HORZ 0 20 40 BEFORE COMMENCING WORK. CALL DIG—LINE, 811. A MINIMUM OF a w w 0 3:48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF p w m 1: UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY < RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS '.0..' VERT 0 5 10 FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. w 'w SCALE IN FEET 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER ?o a N d ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS—OF—WAYS, EXISTING GROUND7 PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON 2535 AT OF PIPE 2535 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ______ _----- ------- THE PROJECT. --- -- 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 2530 FINISH GRADE 2530 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND AT rL OF PIPE PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE Ir o APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE LLI x (REFER TO C-400 SHEETS) SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE LU UI 2525 2525 DISPOSED OF OFFSITE AT APPROVED WASTE SITE. LLJ O J 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR (nLL = AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Y Q w OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 0 0- DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN 06 y BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 2520 2520 10.REFER TO SHEETS C-401 THROUGH C-416 AND C-901 THROUGH Z Z C-906 FOR ROADWAY REPAIR. Q Q ~ 0 d w 2515 2515 Li LU LL.I w In 0 MH-3 (60") U 13 2510 STA: 17+07.00, 0.00' 2510 3 RIM: 2532.09 INV IN: 2499.45 30"(S) 66 INV IN: 2501.28 8"(E) BLOCKOUT INV OUT: 2499.35 30"(N) 0 2505 2505 0 I.i m" 2500 341 LF 30" PVC ® 0.10% 500 LF 30" PVC ® 0.10% 2500 FILE: 10-19-082_C-201x JUB PROJ.4:10-19-082 DRAWN BY:ARB a U DESIGN BY: DEW o O CHECKED BY:JPE ONE INCH a 3 2495 2495 AT FULL SIZE,IF NOT ONE LY 3 LAST UPDATED:11112M2 SHEET NUMBER: g'� 2490 2490 C-202 2 14+25 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 APPROVED FOR CONSTRUCTION b, KEY NOTES P'J'J'B_6 KEY NOTEI DESCRIPTION -�G SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. Ep / GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z > INDICATED IN PROFILE) w/ PREFABRICATED BASE PER Q 0o i I S2 ISPWC SD-501A. SEE TABLE ON SHEET C-502 FOR o co 1 BASE EXTENSION DIMENSIONS. SEE TABLE ON SHEET cr 00 E •N \ C-502 FOR BASE EXTENSION DIMENSIONS. W 3 O CD (D 0 R0486000450 R� p A co ^-0 FARROW JUBAL i 53 CONNECT TO EXISTING MANHOLE Z v 0O o 6395 W BECKY DR - N 3 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN z Do (Y) Ee -ea ,P DETAIL ON SHEET C-502). REFER TO COM STD DWGS LLJ o /cc �F SW1 AND SW2 AND DETAILS ON SHEET C-502 (n a L q RIW Ep / f s \ S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS Do Lf7 m TOP —TOP _R/W/ F.o INDICATED IN PROFILE) w/ PREFABRICATED BASE PER N — — Ep/ \ ------- ISPWC SD-502A. SEE TABLE ON SHEET C-502 FOR TOP R/w Ep --- _ BASE EXTENSION DIMENSIONS. cc',' Raw— �� i -------�----- F — o _ ---- -------_ PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER C) w. — _ R/w — —�/w— — = IRR---�-IRR -- R—_ _—=ERR_ —=1R�=_—_IRR / _ -° - N S6 DETAIL, SHEET C-502) S10NAL ENr Lu TOE �Qp — — — — — — — — — — -E� — — - - ---- U 57 'Y-TYPE CLEAN-OUT. REFER TO COM S 9 E,p C Lu ToP _-- TD DWG S1 ts� L _ -EP-----EP W U1 RETAIN AND PROTECT EXISTING CULVERT 'I x W l F°— --E—EP— FB—�=—=PD=EP-=-Fo-----F°-----F°-----FQ-----Fo--_ --�-_--�� E —FD-- —F° --- F — ° — — —===�0-= =;F°----- -_ _ = 8847 F-== - -----------------------------------------MCDERMO� RD -- "a -- -- U U2 OPEN TRENCH CULVERT REPLACEMENT 1'�, �o c — w U3 WATERLINE CROSSING dAD OF�s{ _ O R.WP 00 - _ - I// EP, 180 F y o MISCELLANEOUS KEY NOTES (( o A 3 Q SS 191� SS SS 20I L 21 FUSS ISS $$I ss N M1 REMOVE AND RESET ITEM H I _—EP -_- F 22+0 FP——— �+ W ---�_EP--- FP--------------------------- 6 _ __ SS ———————————— _��_�d�sy'00 REMOVE AND f-- "_1� � �T9�o TBfo--- --T���- - -- --- TpE------- drl� --- MH-4= 3s�- � - - � M3 REMOVE TEMR ~F- �ti , n ,SiL � -mT--- ° - , T T --- EPLAC TOPP V: 1 9 S_.1 S TOP TOP OP OP Td M4 RETAIN AND PROTECTawo_ E 2�IS5566.'S IQ -----IRR-----IRR ----IRR- ---IRR-----IRR-----IRR ---IRR-----IRR-----IRR-----IR -IRR-----IRR-----IRR-----IRR IRR-----IRR-----IRR---- L) m M6 --- MS REFERENCE AND RESET LAND MONUMENT R3:8 M4 UTILITY PEDESTAL M4 I Q rc�rc 3° NOBLE LATERAL / _<3 m ' \ M4 M6 POWER LIGHT POLE SUPPORT m 5�rc?w TbP TBP----FOR----SOS-------- TOP----SDI'_----IDP----TL1P-- -----Sop — Top----TIOP— —TQE-- TOP TOP TOP TOP TOP TO ——————————————————————————— - - — — — — — — — — — — — — — — — — — — — — — — — — z 0 —— - - - - - - NOTES: gs� No z ""°r 5 o o w 50432417350 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. ,so o ¢ a ACCLIMA INC 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE o0E-k 3235 N MCDERMOTT RD WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. w 3 5 w z �° o CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES rc W. HORZ 0 20 40 BEFORE COMMENCING WORK. CALL DIG-LINE, 811. A MINIMUM OF aww 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF p w m : UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY < RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS wwz N VERT 0 5 10 FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. w w SCALE IN FEET 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER ?o a 0. d ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF 270.00' LF NATURAL GROUND REPAIR TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, 2535 2535 PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON _ THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY ---- _ _ CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY ___ ---- CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT _ -- - --- ----- - _-, THE PROJECT. ----- - ---- 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL 2530 2530 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. FINISH GRADE 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND AT OF PIPE EXISTING GROUND PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE Ir o AT OF PIPE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE LL.I x (REFER TO C-400 SHEETS) SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE LLJ DISPOSED OF OFFSITE AT APPROVED WASTE SITE. W J �12525 2525 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR (n O AREAS TO PREEXISTING GRADES/SLOPES. ILL 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Y Q O w OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 0 d DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN «y y BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 2520 MH-4 (60") 2520 10.REFER TO SHEETS C-401 THROUGH C-416 AND C-901 THROUGH Z Z SiA: 22+07.00, 0.00' C-906 FOR ROADWAY REPAIR. Q Q INV IN: 2500.05 30'(S).59 ~ Ir INV OUT: 2499.95 30"(N) cr W w 251 s 2515 LLJ LL W U) 0 U ,2510 2510 a 250s 2505 0 w 500 LF 30" PVC ® 0.10% 500 LF 30" PVC ® 0.10% m U 25002500 FILE: 10-19-082_C-201X JUB PROJ.4:10-19-082 DRAWN BY:ARB a U DESIGN BY: BRW o O CHECKED BY:JPE ONE INCH 2495 2495 ATFULLSIZE,FNOT ONE V 3 LAST UPDATED:11112M2 SHEET NUMBER: o 2490 2490 C-203 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 APPROVED FOR CONSTRUCTION KEY NOTES J-t]-R ,w^ ^- KEY NOTE DESCRIPTION SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) 0 N SO433336032 SO433336022 ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z > 50433336000 HOPPER RONALD R Q � o R0486000450 GREENE RODNEY C INDICATED IN PROFILE) w/ PREFABRICATED BASE PER BINGAMAN GREGG M 3510 N MCDERMOTT RD S2 O7 -O FARROW JUBAL 3560 N MCDERMOTT RD ISPWC SD-501A. SEE TABLE ON SHEET C-502 FOR co 6395 W BECKY DR 3610 N MCDERMOTT RD [f 0 _61 n BASE EXTENSION DIMENSIONS. SEE TABLE ON SHEET E d C-502 FOR BASE EXTENSION DIMENSIONS. 1 3 O r m q co ci 53 CONNECT TO EXISTING MANHOLE Z U N Do o o, TREE M4 S4 C7 N �Q a O STEEL CASING (SIZE AND THICKNESS AS INDICATED IN Z m c_ 6 DETAIL ON SHEET C-502). REFER TO COM STD DWGS o p/ SW1 AND SW2 AND DETAILS ON SHEET C-502 m (n ul a ———————— R/W M3 R/W ENV CLW R/W R/W R/W R/W R R/W R/W R/W /W O O PIPE BURIED M2 16 LF, dyo S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS Ln m _ TREE (2) M6 INDICATED IN PROFILE) w/ PREFABRICATED BASE PER N (FIELD VERIFY) INV EL: M4 WOOD FENCE15" CMP ISPWC SD-502A. SEE TABLE ON SHEET C-502 FOR �-- 2531.51 INV)2.EN oo BASE EXTENSION DIMENSIONS. 253 cov I ` 2532 14 M1 MAILBINV EL: OX I c o M2 52 LF, S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER U 8" RCP I N DETAIL, SHEET C-502) AL w _ €O- --- Fo - --EQ --Fo-- --Fo--- G Fo=-TOE-Fo - -FOTOE-- Fo -TO - - TO----- o - --Fo-----TO- ---Fo--- 'T'-TYPE CLEAN-OUT. REFER TO COM STD DWG S1 0,��551073�E,pNC/ I _ -EP -===EP =_- ----EP—==--EP—===E�---- P==-- EP --EP ----EP - --EP J 12 U1 RETAIN AND PROTECT EXISTING CULVERT 'I U) _ _ _ 8847 wI _ M1 MAILBOX_ Sl N RIGGS // W U2 OPEN TRENCH CULVERT REPLACEMENT r J U3 WATERLINE CROSSING g 0 00 a 24+00 25+00 ,28+00 w ��TE OF l spy N SECTION LINE M6 --_ 27+ w DR.WPT Q EP—�---EP--- —EP/�-----EP— EP-----LP ----EP-----EP _—_—_LP---. EP __ ---Ep-----E _\— E—P----_=EP _:: EP --EP N MISCELLANEOUS KEY NOTES oHP OHP OHP /�-� R -- SS I¢ M1 REMOVE AND RESET ITEM e b - ------------------------------ J w -_ drlo dFlo d Ho -- --- .� H� -— IIT- a°IF- o D aa� MH-5. -- R nF nF - - --- ---- °E---- "'-" _ u) M2 REMOVE AND REPLACE ITEM w -- - -- N: 718930.21 Z a T8P IRRTOP TOP S-0 .�. TO Ti�pp T0� _— .z TOP TOP TOP TOP ---- fR� infg�----IhT�P----IRR ----IRR-- --IRR— -- RTOP -IE: 2433561.671t�----- w r �wm J 2�Z' �I I = M3 REMOVE ITEM o a Z F' � a U rIRR-----IRR-----IRR M4 M4 I U M4 RETAIN AND PROTECT a.So a Q I M4 UTILITY PEDESTAL M4 M4 UTILITY PEDESTAL O M4 M4 NOBLE LATERAL M6 I1 12 M5 REFERENCE AND RESET LAND MONUMENT °k 3 y m TOP TOP TOP--TOP--TOP-—_ TOP rcm0 TOP TOP TOP TOP TOP TOP TOP TOP TOP TOE M6 POWER/LIGHT POLE SUPPORT F z o Y J ------ --- --- zagrcm� � H Z -S.— - M4 �� HORZ 0 20 Wzor 40 NOTES: z SO432417350 SO432429350 o z Q m a S0432429 AVENUE INVESTOR LLC 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. ACCLIMA INC 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE 3235 N MCDERMOTT RD WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. z 3 5 3235 N MCDERMOTT RD VERT 0 5 10 c2m�o 0 CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES i rc m SCALE IN FEET BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF a°w 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF w-w m z UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY %a RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z h FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. w w 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 2540 2540 ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY 2535 2535 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT --- THE PROJECT. FINISH GRADE 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL AT � OF PIPE NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. EXISTING GROUND (REFER TO C-400 SHEETS) 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2530 AT OF PIPE 2530 PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE Ir o APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE LL.I x SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE LLJ ul DISPOSED OF OFFSITE AT APPROVED WASTE SITE. LJJ O J B. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR U) _ LL 2525 2525 AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Y Q w OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 0 d DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN «y BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. Cc 4 10.REFER TO SHEETS C-401 THROUGH C-416 AND C-901 THROUGH z Z 2520 2520 C-906 FOR ROADWAY REPAIR. Q Q Q W w LLJ 2515 MH-5 (60*) 2515 W U) STA: 27+07.00, 0.00' RIM: 2535.33 (,) y INV IN: 2500.65 30"(S) 3 2510 INV OUT: 2500.55 30"(N) 2510 0 0 2505 2505 E i m 500 LF 30" PVC ® 0.10% FILE: 10-19-082_C-201X JUB PROD.N:10-19-082 25002500 DRAWN BY:ARB a 9 DESIGN BY: BRW _o O 500 LF 30" PVC ® 0.10% CHECKED BY JPE ONE INCH 2 m I 3 AT(FULL SIZE,IF NOT ONE 2495 2495 LY LAST UPDATED:11/122025 a 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+25 SHEET NUMBER: �m C-204 APPROVED FOR CONSTRUCTION r 711 KEY NOTES (J-U-B "w^�^- I 1 1 I I KEY NOTEI DESCRIPTION 1 a SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. 1 1 1 I S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) SO433336150 ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z > SO433336022 25' I I 25' ODIAGA FRANCISCO INDICATED IN PROFILE) w/ PREFABRICATED BASE PER O HOPPER RONALD R 3410 N MCDERMOTT RD S2 ISPWC SD-501A. SEE TABLE ON SHEET C-502 FOR U) � r� HOP N RONALD R RD I I a� BASE EXTENSION DIMENSIONS. SEE TABLE ON SHEET o m E C-502 FOR BASE EXTENSION DIMENSIONS. W 3 O CD (D 0 Ily w I I I I 53 CONNECT TO EXISTING MANHOLE z U N co 00 g o � I II I II 54 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN �_ M1 MAILBOX END CASING STA: 29+28.00' DETAIL ON SHEET C-502). REFER TO COM STD DWGS Z m CO o �N I INV EL: 2532.49 ❑ N: 718709.21, E: 2433561.38 LU a w a SW1 AND SW2 AND DETAILS ON SHEET C-502 m (n MAILBOX M1 �� 0 I I II S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS L� m R/W R/w R/W R/W�--w a- J R/W R/W R/w R/W R/W R/W R/W R/W R/W INDICATED IN PROFILE w PREFABRICATED BASE PER �I / - M4 UTILITY ISPWC SD-502A. SEE TABLEON SHEET C-502 FOR M1 SIGN 1 PEDESTAL M6 M1 MAILBOX I BASE EXTENSION DIMENSIONS. PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER U I O --- -_ - U DETAIL, SHEET C-502) IAL ~y O --- /// Y \ I OE X E X To I 0 57 - CLEAN-OUT. REFER TO COM S SSIO, R,p�Cr w o- -Fo-----F -----F ---- o- - I I ---Fo ----Fo----a FO----- ----Fo-----Fo Fo-----Fo-----Fo-----Fa w T' TYPE TD DWG S1 04� J L S4 U2 50 LF, 5' X 3'-2" HORIZONTAL _ _______ ________ _ =I _ - ---- ELLIPTICAL RCP, CLASS III. EP-- --EP - -EP F = EP ----EP U1 RETAIN AND PROTECT EXISTING CULVERT 8847 rn EP I WORK TO BE COMPLETEDI w ' S1 W U2 OPEN TRENCH CULVERT REPLACEMENT �' o w START CASING STA: 27+88.00' I BETWEEN NOVEMBER 1 I w N: 718849.21, E: 2433561.69 - -N RIGGS - -AND MARCH 15. o - - �+� - - 31+0�0• � U3 WATERLINE CROSSING d9TE,DF1pP{ N I 28+00 29+00 SS SS upi SAD R.wPTs� N I 55 w -- + MISCELLANEOUS KEY NOTES IV P��"' € - EP -EP--- EP ----EP-- --EP -EPIM ed 13- Q2 EP----=EP c-EP-----EP - - a - ---- M1 -----_� M1 REMOVE AND RESET ITEM -_-- - _ INV EL: 2532.37 V a0 ------------ fn / iBE__---- ------ TOE W OHP OHP OHP ON OHP OHP OHP HP = - UP ---- oHP--- OHP- -- __ -- M2 REMOVE AND REPLACE ITEM F Z = --- ----- T-_T-= UT-- - - --UT-- _ - _ �r=----ltF-- _=-.LT-----UT-----UT uT-- -- _ _ _ m- R/N�kTjw --- R _ _ ___ _ z a W. `o / 1 i M4 ( - - _ ------ - _-__=- -- --- M3 REMOVE ITEM im<m�d IRR-----IRR-----IRR-----IRR_--- --IRR w _-- --- __--_ -_- __ -__-`c--__ ----- - -- -#Rft- ---- U'<zr� _ - --- IR ------ TOE TOE - ----_0 M4 RETAIN AND PROTECTTIDE aw$m° a Q TOE --- M4 I \ M4 UTILITY M4 I Q o w NOBLE LATERAL, 24" RCP \ `J M6 INV EL: 2531.55 INV EL: 2531.33 MS REFERENCE AND RESET LAND MONUMENT PEDESTAL MAINTAIN WATER DELIVERY I rc m TOPI� M6 POWER/LIGHT POLE SUPPORT INV EL: 2533.08 15 M4 CMP" M4 SO432429350 UTILITY a a m w WOODSIDE AVENUE INVESTOR LLC PEDESTAL o m w g 3235 N MCDERMOTT RD NOTES: ° " HORZ 0 20 40 goF=g� ¢ o �\ 25' 1 AI l!! 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. oO a 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE z _1 F �\ 1 // 25' // VERT 0 5 10 WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. a�\ w CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES z rc W.o ❑ SCALE IN FEET BEFORE COMMENCING WORK. CALL DIG-LINE, 81 1. A MINIMUM OF a w w 0� 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF p w m : UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z w N FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. w w 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER ?o a N d 2540 2540 ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, -------- - ----- PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON --- -- ------ THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY 2535 -________ 2535 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY FINISH GRADE __ CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT EXISTING GROUND AT rL OF PIPE ----- THE PROJECT. AT OF PIPE (REFER TO C-400 SHEETS) ✓ 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2530 2530 PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE Ir o APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE LL.I x SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE LU ul DISPOSED OF OFFSITE AT APPROVED WASTE SITE. LLJ O J 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR (nLL = 2525 2525 AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Y Q w OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 0 d DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN «y BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. < 10.REFER TO SHEETS C-401 THROUGH C-416 AND C-901 THROUGH z Z z 2520 2520 C-906 FOR ROADWAY REPAIR. Q Q ~ 0 d w w LU 2 2515 2515 LLu 0 U U 3 2510 2510 66 BORE/JACK 140 LF 54" STEEL CASING 0 0 2505 2505 16 E i m w 500 LF 30" PVC ® 0.109" FILE: 10-19-082_C-201X -_ JUB PROJ.N:10-19-OB2 2500 2500 DRAWN BV:ARB a U STA:27+88.00 DESIGN BY: BRW 1i O CHECKED BY JPE - STA:29+28.00 ONE INCH i m I 3 AT(FULL SIZE,IF NOT ONE 2495 2495 LY LAST UPDATED:11/12/2025 27+25 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 SHEET NUMBER: �m C-205 APPROVED FOR CONSTRUCTION KEY NOTES J'�'�_� ,w. _ a I II a KEY NOTE DESCRIPTION Pxm,.W I b SEWER/UTILITY KEY NOTES 1-U-B ENGINEERS,INC. GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U INDCATEDISPWC P IN MANHOLE PROFILE) w/ER ISPWC PRE PREFABRICATED OBASE(SIZE PERS Z Q 50433336150 I I I I 50' O r�i ODIAGA FRANCISCO 50 0 3410 N MCDERMOTf RD � S2 ISPWC SD-501A. SEE TABLE ON SHEET C-502 FOR � � r� 1 \F BASE EXTENSION DIMENSIONS. SEE TABLE ON SHEET LU U O (D E II II II I� I (1 C-502 FOR BASE EXTENSION DIMENSIONS. W O / \ ^o I I I \ 53 CONNECT TO EXISTING MANHOLE Z U a>c0 c6 0 / \ N - 3 INV EL: 2529.56 a S4 STEEL CASING SIZE AND THICKNESS AS INDICATED IN Z o 1 1 1 1 1 \ ¢ 50433336200 ( Z DD CO 6 CHAIN- M4 I lal \ `" LORCHER MATTHEW B 12„ M4 DETAIL ON SHEET C-502). REFER TO COM STD DWGS LU o LINK FENCE I I IIII \ 3250 N MCDERMOTT RD CMP SW1 AND SW2 AND DETAILS ON SHEET C-502 m (n m a OII o 1 I S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS LlO Do 1�1 1 36" I INV EL: 2529.35 INDICATED IN PROFILE) w/ PREFABRICATED BASE PER N R/W R/WLO R/W R/W Rgwl ,.11 1 CMP I ISPWC SD-502A. SEE TABLE ON SHEET C-502 FOR I I I Y I m M6 MAILBOX M1 BASE EXTENSION DIMENSIONS. I N /INV EL: 2521.23 END CASING STA: 33+34.00 -° o START CASING STA: 3 I - --- r a I I I / J -as--- N:718303.22, E:2433560.41 1 N S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N:718403.21, E:243 / ns- - DETAIL, SHEET C-502 U � fWR/W R/lN /W R/ V�/W R/W R/W ORIW W U O ) S1AL Xas-� _ _ - - - - - _ 1 - W 57 T'-TYPE CLEAN-OUT. REFER TO COM STD DWG S1-- `_ -___ i _ _ _= TOE Fq -QE /� - -_ - - -- - U1 RETAIN AND PROTECT EXISTING CULVERT. FO---- -FO--- -Fp-----FO -�0-_-F0-----FO-----FO -FO--- FO _ F�' _ - a= -_ _-- =====E�=====EP==-== �-_-- � 8847 111 -- -- -EP-- -EP*+ aD - - OI _- W U2 OPEN TRENCH CULVERT REPLACEMENT 1n __ - - I '❑ a N 33+00 a S1 - _ - - - -35+00 - - - �U U3 WATERLINE CROSSING �¢+AE DF t�p� 34+00 0 - - SS AD R r> S SSI SS SS SS SS T- ----- SS ~ J I1�r�1 MISCELLANEOUS KEY NOTES R. 32+0 -- U2 60 LF, 30" CIRCULAR RCP, CLASS III. --- J � (d A3^ z Q ___ _____ ____ ___ - _ I M1 REMOVE AND RESET ITEM V ----EP ----EP - eP EP-----FP _WORK TO BE COMPLETED_--EP----- EP -------- -_r> P-----FP-- --EP---- EP---=�P-__ �F�=--=-Ee-- O -- \ uJ __ --------- INV EL: 2531.07 -- -BETWEEN NOVEMBER 1 w V 1n Z - AND MARCH 15. �„� --- TOE uJ M2 REMOVE AND REPLACE ITEM F w J 1r1„' SS g�v� -__ 5 �R/,w� _ -Iz/�l R/W R w ----- ----- --- -- �°I------_R/' W M3 REMOVE ITEM F _m a = MH_6-------- -- - ---------- --- ------ claz�� U ---- < RR, -1 IRR - - - - I= rc"+oao a \: 1 6�.5i/.21--_IRR \ - - U M4 RETAIN AND PROTECT a w o m a _-_ 2/.5_;G;;77--M6 M4- _ 1> >/ \1 \ \1 M4 M4 I MS REFERENCE AND RESET LAND MONUMENT M6 M4 Q °°w_� m TOE TOE - M4 M4 EXISTING CMP UTILITY rc m o 1 AERIAL CROSSING PEDESTAL M6 POWER LIGHT POLE SUPPORT ° �?w INV EL: 2530.06 � I � / z a�rc m I ����zw M4 d INV EL: 2520.99 SO432429350 INV EL: 2530.45 WOODSIDE AVENUE INVESTOR LLC INV EL: 2530.18 UTILITY I 111 II I III I 1 1 1 INV EL: 2530.68 - PEDESTAL 50, I I I 50' 3235 N MCDERMOTi RD 1 S" t z❑m w z o M4 CMP HORZ o zo ao NOTES: °s w*o° > o o wogs° _ 1 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. o a I ^ I 1 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE �o 01, II III I �I I I 1 i I VERT 0 5 10 WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. J c2 w 3 a w I CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES i rc m 5 ❑ o SCALE IN FEET o- BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF a w w 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF p w m : UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z N FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. w w 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER ?o a N 0 2540 2540 ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON 2535 2535 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ------------ 77� THE PROJECT. - 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL -- ------ --------- NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 2530 2530 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE Ir o FINISH GRADE EXISTING GROUND APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE LLI x AT OF PIPE AT OF PIPE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. (REFER TO C-400 SHEETS) 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE LU ui DISPOSED OF OFFSITE AT APPROVED WASTE SITE. LLJ O J 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR (n 2525 2525 ILL AREAS TO PREEXISTING GRADES/SLOPES. _ 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Y Q w 0 OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 0 d MH-6 (60") DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN 06 a STA: 32+07.00, 0.00' BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 0 10.REFER TO SHEETS C-401 THROUGH C-416 AND C-901 THROUGH Z Z z 2520 RIM: 30'(4 2520 C-906 FOR ROADWAY REPAIR. Q Q NV IN: 2501.15 30"(S) 0 0 INV OUT: 2501.15 30"(N) w IY LU LLJ 2515 2515 L w u 0 U U 3 2510- 66 2510 BORE/JACK 100 LF 54" STEEL CASING 0 0 2505 2505 I. 500 LF 30" PVC ® 0.10% 473 LF 30" PVC 00.23% m U FILE: 10-19-082_C-201X = JUB PROJ.N:10-19-082 25002500 m STA:32+34.00 STA:33+34.00 DRAWN BY:ARB DESIGN BY: DEW o O CHECKED BY JPE ONE INCH i m I 3 2495 2495 AT FULLSIZE,IF NOT ONE INCHLV SCALE 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 35+75 ASTUPDATED:11/122025 SHEET NUMBER: �m C-206 APPROVED FOR CONSTRUCTION MATCHLINE STA.101+50,SEE SHEET C-208 KEY NOTES (J'�'B 0 o "w^,�,•,,. II KEY NOTE DESCRIPTION i I I I SEWER/UTILITY KEY NOTES 1-U-B ENGINEERS,INC. I a jl S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U U ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z Q 0')SO 3336200 N 3 O INDICATED IN PROFILE) w/ PREFABRICATED BASE PER O LO CHER MATTHEW B o II S2 ISPWC SD-501A. SEE TABLE ON SHEET C-502 FOR Q7 m 32 0 BASE EXTENSION DIMENSIONS. SEE TABLE ON SHEET E C-502 FOR BASE EXTENSION DIMENSIONS. W N M - 3 CONNECT TO EXISTING MANHOLE z U D0 0 O (D i= N \\w II S4 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN Z m � o DETAIL ON SHEET C-502). REFER TO COM STD DWGS LLI o o II SW1 AND SW2 AND DETAILS ON SHEET C-502 m (q y a S1204223150 g5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS Lo m JRL PROPERTIES LP INDICATED IN PROFILE) w/ PREFABRICATED BASE PER 04 3 II 6295 W USTICK RD ISPWC SD-502A. SEE TABLE ON SHEET C-502 FOR \ II BASE EXTENSION DIMENSIONS. II S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER DETAIL, SHEET C-502) ANAL I� R N w w 57 -TYPE CLEAN-OUT. REFER TO COM STD DWG S1 4�5gV EENn/ ui II U1 RETAIN AND PROTECT EXISTING CULVERTz U I w U3 3 Yn II -- U2 OPEN TRENCH CULVERT REPLACEMENT m�8847�o R/W w - WATERLINE CROSSING U) -— -- 4-- - FO S1 - - Foo 3 -Fo ---moo- MCDERMOTT STA: 36+80.28 = R.WP w ^ USTICK STA: 100+20.02 MISCELLANEOUS KEY NOTES (�_L__ --- W— -- I <� e3— y I^ N 3 W 3 M I SEE SHEET C-208 FOR M1 REMOVE AND RESET ITEM 3 90 CONTINUATION N RIGGS o� / M2 REMOVE AND REPLACE ITEM w + 36+00 — 37+00 — — _38+00. — N o W F a Msil I I M3 REMOVE ITEM o — S7 STA: 37+10.50 l w z w' y0 S5 n 90 MH-7 M4 RETAIN AND PROTECT a °m° wZ. --N — o M5 REFERENCE AND RESET LAND MONUMENT m k 3 n Z o 'drcma J OF TOpp OHp -- p+_ E I4SS6E 3.�Z ------ M6 POWER/LIGHT POLE SUPPORT U 8 i R/W R/W R/1 i= o y Nm Q I M6 � / � z 3 S6 STA: 36+09 TO 3 HORZ 0 `20 40 5 w?z o NOTES: 5.STA: 36+7y1 w z w�zr IT o 50432429 50 n /' 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. m h k p 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WOODSIDE AVENUE INVESTOR LLC 11 I 3 �- / / \ VERT 0 5 10 WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 3 o w 3235 N M DERMOTT RD I m CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES z rc 5 SCALE IN FEET BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF a m w 3 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF w m z UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z y FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. w��w 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER ?o$'za y o 2540 2540 ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL Iz INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, APPROXIMATE FINISH GRADE S7 STA: 37+10.50 PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON AT rL OF PIPE THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY 2535 (REFER TO C-400 SHEETS 2535 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY ) ______ ———— CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. ---- �i 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL .y� EXISTING GROUND NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2530 � AT rL OF PIPE 2530 PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE ofF APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE W x SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE LU DISPOSED OF OFFSITE AT APPROVED WASTE SITE. LLJ O J 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR W_ LL 2525 2525 AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Y Q w OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 CE DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN 06 a BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. Cc 10.REFER TO SHEETS C-401 THROUGH C-416 AND C-901 THROUGH z Z 2520 MH-7 (60") 2520 C-906 FOR ROADWAY REPAIR. Q d STA: 100+20.03, 0.00' 5 NI w. LU2 2515 INV IN: 2502.32 30"(N) 2515 LL W U a 2510 62 LF 48" PVC C900 SLEEVE 2510 CENTER AROUND SEWER 0 0 2505 O 2505 473 LF 30" PVC 0 0.23% 28 LF 27" PVC 0 0.46% E i m U FILE: 10-19-082_C-201X 2500 2500 JUB PROJ.#:10-19-082 DRAWN BY:ARE m STA:36+09.30 STA:36+71.30 DESIGN BY: BRW o O CHECKED BY:JPE am ONE INCH 3 AT FULL SIZE,IF NOT ONE 2495 2495 a 35+75 36+00 36+50 37+00 37+50 38+00 AST UPDATED:11/122025 SHEET NUMBER: n. C-207 APPROVED FOR CONSTRUCTION IE STA.35+75,SEE SHEET C-207 �,��,� w �? - -n IB:2529.56 KEY NOTES ( _ _D II KEY NOTEI DESCRIPTION I SEVVER/UTILITY KEY NOTES 1-U-B ENGINEERS,INC. I - Q GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U r dl 1---- +.D��0 -o R/ R/W --R/W R/w ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z > T I -----s-----�- R/W R w S2 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER - Q � o I I ----o- o_----o---- R/w R/w R/w -ISPWC SD501A (n -6 O 11 -`�----_�--_- R/W R/W R/W- 01 n o s l 53 CONNECT TO EXISTING MANHOLE LU 3 0 m 3o I S4 DETAIL ON LU C\j STEEL CASING SHEET(SIZE C-502)TRICKNESS EFER TOACOM INDICATED DWGS z .�Do o I \ SW1 AND SW2 AND DETAILS ON SHEET C-502 Fj N :3 Q a 3 z OD CO- Av S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS LU o 5043LORC3336200 50433336250 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER C6 0 M4 I I' R50' S043333 MATTHEW B LORCHER MARIA ISPWC SD-502A m O d II I I 3250 N MCDERMOTT RD MAILBOX M1 6330 W U TICK RD S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N 0] U :INV EL: o DETAIL, SHEET C-502) 2530.10 ------------- J U 57 'Y-TYPE\ CLEAN-OUT. REFER TO COM STD DWG S1 =====oHP--a-- HP- --�OHP-- -=oHP-----OHP---- oHP-----oHP-- o`�P-----oHP-----OHP ----oHP-----oHP-----oHP-----oHP-----oHP-----oHP-- U1 RETAIN AND PROTECT EXISTING CULVERT i2"w-----12' --�- 12"W w w -112"N-----12"W-----1 w-----12"W--- 12.w-\----12"W-----12"W-- - 12"W-----12"W-----12"W-----12"W-----12"W-----12"W-----12'I 2 tiONAL L,+ 3 I U2 OPEN TRENCH CULVERT REPLACEMENT U2 53 LF, 12" S1 I LU U3 WATERLINE CROSSING o4 """I 96 '0' C900, DR 25 USTICK RD 1gp + I CO 8847 99+75 100+00 0 101+00 + - ~ 103+00 - - _T04 MISCELLANEOUS KEY NOTES N�9 Pao o OF ss M1 REMOVE AND RESET ITEM ADD �{ i90. 0� - S2 v m Q M2 REMOVE AND REPLACE ITEM 2433719.38 LU REMOVE ITEM T- --UT---- UT - --kT-- _- ----UT ----�T-----UT----=LIT=== -y�T""=--uT-- - I,' z y�\ o � - - ---- ----- ---- RETAIN AND PROTECT F \ MH57 /\ INV EL: 1 S6 STA: 100+29 TO MAILBOX M1 / Q M5 REFERENCE AND RESET LAND MONUMENT �m A: /1/95c.9� E %4SS533.4% 2530.31 STA: 100+89 - g M6 POWER/LIGHT POLE SUPPORT 0az�� a aw° Im° a mow a m MCDERMOTT STA: 36+80.28 = o 3 w s1 zo4zz31 so NOTES: USTICK STA: 100+20.02 JRL PROPERTIES LP 2 i 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. p a 6295 W USTICK RD m R/w 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE m� z �gw�za - o R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 0 0 _ R W R/W �iORZ-O �0 40 CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES o W. / BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF w LL o w ¢ a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF o i UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY i VERT 0 5 10 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3 o SCALE IN FEET FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. o 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER wjrc.o 2540 2540 ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 1 W3.z INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i rc i-y TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. FINISH GRADE 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, WJ>w APPROX. EXISTING 0 AT q OF PIPE GROUND AT CL OF PIPE PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON 4 ffi o °z (REFER TO C-400 SHEETS) THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY 2535 2535 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL FO NEW 12" PVC C900, DR25 UT NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2530 2530 PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 0 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR 2525 2525 AREAS TO PREEXISTING GRADES/SLOPES. LLJ 0 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED ui OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 W O LJ DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ LL F 2520 2520 10 MCDERMOTT SEE SHEET C-701 ROAD/USTICK ROAD NNTERSEDITIONINFORMATION AT Q CE 06 0 z z 2515 [2515 0 d W w w W 62 LF 20" SLEEVE cc: 2510 W LU 336 LF 10 PVC © 0.28%510 p U a 190 LF 10" PVC ® 2.38% 66 2505 0 2sos STA:100+91.56 STA:100+28.83 MH-8 60" STA: 102+10.00, 0.00' o16 RIM: 2533.35 2500 INV IN: 2508.61 10"(E) 2500 w INV OUT: 2508.51 10"(W) m U FILE: 10-19-082_C-208X JUB PROD.N:10-19-082 lw DRAWN BY:ARB 9 m 2495 2495 DESIGN BY: BRW 0 99+75 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 CHECKED BY:JPE MH-7 ONE INCH a 3 AT SIZE,IF NOT ONE STA: 100+20.03, 0.00' Y RIM: 2533.14 LAST UPDATED:11/13/2025 INV IN: 2502.57 27"(S) SHEET NUMBER: INV IN: 2503.99 10"(E) -208 o INVOUT:2502.32 30"(N) APPROVED FOR CONSTRUCTION KEY NOTES C j-U-B _l ,w^ ^- KEY NOTE DESCRIPTION ---"'� SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U R/w ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z > R/W S2 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER o ISPWC SD-501A c _0 O 53 CONNECT TO EXISTING MANHOLE W 0 p CD (D o n U 50433336250 SO433336300 S4 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN Z v CO 1b cl d WOOD EDWARD T DETAIL ON SHEET C-502). REFER TO COM STD DWGS (D . LORCHER MARIA 6110 W USTICK RD SW1 AND SW2 AND DETAILS ON SHEET C-502 �' O) p 3 6330 W USTICK RD Z Do U)— S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS W o INDICATED IN PROFILE) W/ PREFABRICATED BASE PER Cn L o I °y a N INV EL: N ISPWC SD-502A 00 p •- R/ 2528.54 R/w R/w R/w R/ R/w R/w R/w R/w R/w R/ R/w R/ - S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N m Lu OHP-----OHP-----OHP-----OHP -- OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP ----CHP----- W DETAIL, SHEETC-502) LU Lu =w-----lswr-----12"w-----12" -----12- - U2 52 LF, 18" PVC•,W-----1z"w-----12"w-- --12"W-----12"W-----1z"w-----12"w-----12"W-----1z"W-----1TW-----12"w - I aj 57 - - um I EP---C900, DR 25 EP-----FP 'Y TYPE CLEAN OUT. REFER TO COM S TD DWG S1 Lu -- ----- ----- ---- ----- ----- y I START CASING STA: 104+85.24 S2 __----- -/ N U1 RETAIN AND PROTECT EXISTING CULVERT o kL N: 717951.70, E: 2434024.60 180' _ ----- USTICK RD S7 c U2 OPEN TRENCH CULVERT REPLACEMENT �SS1� oub+UU I 108+ 0 0 1 + .0 U3 WATERLINE CROSSING __ MISCELLANEOUS KEY NOTES N 8847�o -S4 +2529.46 --E -=---EP----- EP-- - - _^ F2-----EP-----EP-----EP - ----EP-----EP----- FP _- --EP --- EP Q A ~ o -------- ------ -- - -_ M1 REMOVE AND RESET ITEM ��OF' END CASING STA: 105+38.24 C4 ------ O� w 8 N: 717951.11, E: 2434077.60 W 9p R.W[+TS _ TOE n w„E R = M2 REMOVE AND REPLACE ITEM J U M3 REMOVE ITEM INV EL, 2 2529628 � M4 RETAIN AND PROTECT REFERENCE AND RESET LAND MONUMENTm12" U1 51204223150 M6 POWER LIGHT POLE SUPPORT N° CMP JRL PROPERTIES LP / >w°m 6295 W USTICK RD o w a "°k m / NOTES: R W / �zo R W 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. ��3�m 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE �"pNz� z WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 0 5 w z o - CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES $ w w o BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY °i 3 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3 o FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. z 0. HORZ 0 20 40 a w w 0 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER Pw>rc�° ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 1Wwwa INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i rc i W y VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. www. SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o y PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON °z THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2540 2540 PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. APPROX. EXISTING 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE 3 GROUND AT OF PIPE 8DISPOSED OF OFFSITE AT APPROVED WASTE SITE. . GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR 2535 2535 AREAS TO PREEXISTING GRADES/SLOPES. LLB 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Ji OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 LLJ W g Nam' 7e" FINISH GRADE DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN U) PROSSING AND TOP OF CASING. vc C900 AT rL OF PIPE 10.SEE SHEET C B07FOM OF R7001TIFORON CADDITIONAL GRADING INFORMATION AT Y Q O F UL 2530 OR2S (REFER TO C-400 SHEETS) 2530 n d MCDERMOTT ROAD/USTICK ROAD INTERSECTION. z oO ° z Z � Q Q 2525 2525 ~ 0 wLLJ Ir LU L w CO 2520 2520 U a 53 LF 20" SLEEVE w2515 2515 0 0 E 162510 336 LF 10" PVC ® 0.28% 361 LF 10 _PVC ® 0.28% 2510 m U FILE: 10-19-082_C-208X STA:104+85.24 STA:105+38.23 JUB PRO.I.N:10-19-082 DRAWN BY:ARB 1-9.2505 2505 DESIGN BY: DEW 9 O CHECKED BY:JPE m 104+00 104+50 105+00 1 5+50 106+00 106+50 107+00 107+50 108+00 108+50 i ONE INCH a 3 MH-9 60" AT FULLSIZE,IF NOT ONE INCHSCALE ACCORDINGLV STA: 105+45.66, 0.00' LAST UPDATED:11/13/2028 RIM: 2533.89 SHEET NUMBER: INV IN: 2509.65 10"(E) g INV OUT: 2509.55 10"(W) C-209 APPROVED FOR CONSTRUCTION KEY NOTES f B l, ,w^ ^- KEY NOTEI DESCRIPTION Pxm,.W� SEWER/UTILITY KEY NOTES 1-U-B ENGINEERS,INC. Ir S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z Q � o 52 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER ISPWC SD-501A C6 0 6 n 53 CONNECT TO EXISTING MANHOLE W 3 p p LLJ 0 SO433336300 54 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN Z_ U a)OC\iMQ f0 WOOD EDWARD T DETAIL ON SHEET C-502). REFER TO COM STD DWGS N!-' (D 6110 W USTICK RD SW1 AND SW2 AND DETAILS ON SHEET C-502 Q 33 Z 00 (/)— rn S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS W 0 N I N INDICATED IN PROFILE) W/ PREFABRICATED BASE PER (n y a �j ISPWC SD-502A m p •0 ~ U S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N m LU R/W R/W R/W R/W R/W R/W R/W Rom'-"----�2VJ---- /1G-----XR7 -- RyW­----"-/W-- "R/W X 2LRfW H DEFAIL, SHEET C-502) _ -- --OHP-----OHP—————OHP—————OHP-----OHP-----OHP—————OHP—————OHP ————OHP-----OHP-----OHP—————OHP—————CHIP—————OHP-----OHP--�--OHP-LU W ��=====d�=====9a=--�d ==--�� s--�}-- ��____��—---1-��-�'I= 57 'Y-TYPE CLEAN-OUT. REFER TO COM STD DWG S1 W --12• -----12'W-----12^W-----12-V-----12"W-----12"W-----12 W-----1214 M-----M-----M-----M-----M-----M---- M-----M----I M- U ----EP-----EP ----EP-----EP ---- P-----EI�N ---- I W U1 RETAIN AND PROTECT EXISTING CULVERT Lo a St USTICK RD U2 OPEN TRENCH CULVERT REPLACEMENT @4SSVO�S?'gENCf�J LL 180' o fig+ — — —11�{O� _ - -_ + U3 WATERLINE CROSSING MISCELLANEOUS KEY NOTES 1A 8847�0 E:P --- S2 --EP—_-- --EP-----EP ----EP—---p EF ----EP-- Q 9r O4' W II --- MH-10 --- --- ----- ------------ -o- --------,I I� M1 REMOVE AND RESET ITEM A,Pq�'OFt SO$ z r- ---- N� 7''9/S 92 ------- -- a L-0==--CL6 ---@�'-��__CIV Ep_==-CTEp ---cp -EP-----IEP-- Z M2 REMOVE AND REPLACE ITEM ------- J = F: L434L1fi^,l) TOE ----EVE TOE TOE TOE TOE TOE TOE U p flt'�+ R/1 Tura R/W R/W R/W R/yv a/w R/W R/W R/W R/W R/W R/w = M3 REMOVE ITEM f / U / l a M4 RETAIN AND PROTECT 0 i z-m UTILITY F M4 51204223150 3 rl� M5 REFERENCE AND RESET LAND MONUMENT PEDESTAL I a o M6 POWER/LIGHT POLE SUPPORT w uoN JRL PROPERTIES LP m 6295 W USTICK RD �ow�a m $ 'zk3y �apm° I NOTES: ,=ow 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. 3 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE 3Q p w z WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. Kg�jZ0 c 0 CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES $z w'°� w o BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF w0LLoz- 1 r 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF o N 1 k UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY 0i F:F. RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3r. 0 HORZ 0 20 40 FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. z w a'w 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER >rc o ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL �W.mw¢ INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i rc 0 h VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. Jew SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, ' is PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON j 0 w a" Oz THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2540 2540 PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE APPROX. EXISTING SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUND AT OF PIPE 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 0 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR cr W 2535 2535 AREAS TO PREEXISTING GRADES/SLOPES. g 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED Ji OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 LU O W FINISH GRADE DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN WILLAT CL OF PIPE BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ 2530 (REFER TO C-400 SHEETS) 2530 10.SEE SHEET C-701 FOR ADDITIONAL GRADING INFORMATION AT Y Q 0 w MCDERMOTT ROAD/USTICK ROAD INTERSECTION. Z 0 d — 0- Z 06 w 2525 2525 1-- p d LU LLJ LLu LU 2520 2520 p U a 2515 2515 0 0 361 LF 10" PVC ® 0.28% 374 LF 10" PVC @ 0.28% 2510 2510 E i m U FILE: 10-19-082_C-208X m¢ JUB PROJ.N:10-19-082 DRAWN BY:ARE m U 2505 2505 DESIGN BY: DEW 8 108+50 109+0 109+50 1 10+00 1 10+50 1 1 1+00 1 1 1+50 1 12+00 1 12+50 1 12+75 CHECKED BY:JPE ONE INCH a 3 MH-10 60" ATFULL SIZE,IF NOT ONE SCAGLV N STA: 109+06.66, 0.01' R LAST UPDATED:11/13/2025 f RIM: 2535.38 INV IN: 2510.76 10"(E) SHEET NUMBER: _q INV OUT: 2510.66 10"(W) C-210 0 U APPROVED FOR CONSTRUCTION KEY NOTES �,�'u'� - KEY NOTEI DESCRIPTION i SEWER/UTILITY KEY NOTES 1-U-13 ENGINEERS,INC. I �I S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U w o I ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z Q 52 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER o a $ x-----x---- SO433346925 O ISPWC SD-501A W 0 O 0 O 53 CONNECT TO EXISTING MANHOLE x--- TRACKER CORY w 3 cy I� -x 5900 W USTICK RD S4 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN Z_ U a)DO fO o 0 DETAIL ON SHEET C-502). REFER TO COM STD DWGS N!= 00 O SW1 AND SW2 AND DETAILS ON SHEET C-502 N Q o lO II SS TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS w m WO N I I INDICATED IN PROFILE) W/ PREFABRICATED BASE PER m (n y o- ISPWC SD-502A U a \ 0 N O O R/w R/w R w R w R w R w R w R w R w R w R w R w R w R wi U S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER D N m w / / / / / / / / / / / / w ---OHP-----OHP-- �—OHP�^-- OHP-----OHP-----OHP-----OHP-- —OHP-----OHP-----0 nHP H DETAIL, SHEET C-502) OHP---- P----- $ OHP-----OHP--- _ ---0-----0---- �',T-- -- --d3—_—_—d3-----d3-----'� ---_ 3--_--O_---- ---- W `�---- 0-----`�---- ---- W w ---M--- —M---- M---- M---- M-----M---- M--- M-----M-----M----- = 57 'Y-TYPE CLEAN-OUT. REFER TO COM STD DWG S1 ___ ———— M———— M—————M—————M——— ————12.1y—————i2W— i? EP-----EP ----EP-----Ep ---I W I ----- UU U1 RETAIN AND PROTECT EXISTING CULVERT O a S1 U) U2 OPEN TRENCH CULVERT REPLACEMENT �SVONAI. E4'C 188'_--- ---- USTICK RD 180' o 4� t/JS��'E f.- a - 14+00 1 + + 11T� U3 WATERLINE CROSSING 77 Be a S2 -------------- N _ MISCELLANEOUS KEY NOTES m�8847 _EP-__--EP-----EP----- -EP 1� —EP-----Ep-----Ep------------------------ W MH-11 N-o ------- ----------------------- ---- ----- ------- M1 REMOVE AND RESET ITEM A �'OF/ � w V: 7'7942.5,5 $,q SO Z _ a MH-12----------------------- D R ��3�% 9.93 --d3-----d3-----d3-----d3-----d3---- d3---- �: / /:iS u.19 R.WP n TOE TOE TOE TOE M2 REMOVE AND REPLACE ITEM _ R W R W / --� ---- --- d01 dol E: 24,_`129.2�+ Z U L G1RR/----GR y� \ ---- ------ ----- ------ ------ --------- — ----_ f J O Q I jG��l �1 - - Aoi — — — — — — — — -I2 M3 REMOVE ITEM U I< M4 RETAIN AND PROTECT REFERENCE AND RESET LAND MONUMENT zwu; / I a.1oao a III I I / M6 POWER/LIGHT POLE SUPPORT >w o m� S1204212920 51204212910 j° m I MCLACHLAN SCOTT C S�o� N NOTES: �; w W USTICK RD 6001 W 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. =<320mJ m a USTICK RD 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE 3 y p N Z v gn�°mw� 0 WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. c 5 z o CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES $o F?° 'w g BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF w�LLoz- ¢ a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF o h k UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3'0 0 FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. x 0� HORZ 0 20 40 .w 0 3 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER >rc o o 0 o ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL a w m a INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i rc i'.m VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. w w SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o y PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON °Z THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY 2550 2550 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 2545 2545 APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 0 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. LLJ 2540 APPROX. EXISTING 2540 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED GROUND AT rL OF PIPE OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 LLJ O W DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ LL w 2535 2535 10 MCDE MO ROAD/USTICK ROADFOR NAL GRADING NTE SECTIOONINFORMATION AT QQ d 06 a FINISH GRADE z Z ATgOFPIPE � Q Q (REFER TO C-400 SHEETS) 2530 2530 ~ 0 d LU wLu w 2525 2525 U a 2520 2520 0 374 LF 10" ° PVC ® 0.28% E i 2515 2515 339 LF 10"_PVC ® 0.28% — 400 LF 10" PVC 00.28% E: 10-19-0e2_c-20ex --- JUB PROJ.#:10-19-082 DRAWN BY:ARB v U DESIGN BY: BRW o O 251 0 251 0 CHECKED BY:JPE 112+7 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 ONE INCH �Mlj—ll 60" MH-12 60" AT FULL SIZE,IF NOT ONE m STA: 112+80.66, 0.00' L STA: 116+20.00, 0.00' LAST UPDATED:11/13/2025 RIM: 2537.18 SHEET NUMBER: INV IN:: a RIM: 511 INV IN: 2512.96 10"(E) "(W) o� INV OUT:: 251511.1. 10"(E)81 10"(W) INV OUT: 2512.86 10 C-211 APPROVED FOR CONSTRUCTION KEY NOTES ,w^ ^- KEY NOTE DESCRIPTION Pxm,.W� SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. SO433346600 S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U J & J HESS LLC N � SO433346925 W USTICK RD ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z Q THACKER CORM O ) / 52 INDICATED IN PROFILE W PREFABRICATED BASE PER 5900 W USTICK RD o ISPWC SD-501A 07 -0 CD c�+� OC O 01 nE 53 CONNECT TO EXISTING MANHOLE W O p CD (DLu o 3 r` ^� S4 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN Z_ U N CO W c0 0 DETAIL ON SHEET C-502). REFER TO COM STD DWGS INV EL: SW1 AND SW2 AND DETAILS ON SHEET C-502 C7 N O p 3 2535.22 S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS Z Do (nLU - 0 N IE:2535.22 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER Cn L R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Do 0_ O ISPWC SD-502A O O F ---oHP-----CHP-----OHP-----oHP ---- OHP— ---OHP-----CHI-----CHP-----CHP-----CHI-----OHP-----off -----CHP-----OHP-----OHP� ---OHP-----o U S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N DowI W`--- ------12"W-----12'w----- Z..W-----1x"1-----12"W-----1z"W-----12"W-----12"W-----12"W-----12"W-- --12"W-----12"W-----12"W-----�"W-----12"1-I w DETAIL. SHEET C-502) I—EP—— ——EP-----EP-----EP ----EP—� ��EP—————EP—————EP ----EP—————EP—————EP—————EP ----EP-----EP-----EP--�Q—EP $7 'Y-TYPE CLEAN-OUT. REFER TO COM STD DWG S1 w - ------- a S1 48 LF, 16" PVC U2 YA 2 U) _ --- USTICK RD C900, DR 25 180. �� LU U1 RETAIN AND PROTECT EXISTING CULVERT c+6� / 118+00 119tLU ss 00 120+00 121+00 U) U2 OPEN TRENCH CULVERT REPLACEMENT 4�SSlO,GaE E`i'Cf �+ ss 93 tlJ + U3 WATERLINE CROSSING o 4 -----EP-----EP-----EP -----p N �EP�----�P-----EP EP — — S2 ----EP EP EP———— Z. 04 -------------------_ ---vi ,----------_—_ ------ S4 -- ---------------_---- ---- Q N - START CASING STA: 119+67.87-_- _ ----- -MH-13 ------------ MISCELLANEOUS KEY NOTES 1n o U) -------------- \ v N: 717933.45, E: 2435507.12 - -- _v: /1/_:52./� ------- 24<5559,25 x-----x -x— F M1 REMOVE AND RESET ITEM A� w R/W R/W R/W R/W R/W R/W R/W R/W R W R/W R/W R/W R/W T w Ap qS Z v IE:2531 R.1TP ----------- Z M2 REMOVE AND REPLACE ITEM _ --------------- v S1 20421 291 0 _ INV EL: END CASING STA: 120+16.87 K I— F I �� MCLACHLAN SCOTT C 2535.46 N: 717932.77, E: 2435556.12 I= M3 REMOVE ITEM � 6001 W USTICK RD ------_ I - I¢ M4 RETAIN AND PROTECT 1 M1 MAILBOX MCLACHLANS12042125OSCOTT C M5 REFERENCE AND RESET LAND MONUMENT mow°' ao 5755 W USTICK RD I �a z y M6 POWER/LIGHT POLE SUPPORT F" W' a a=omo VOW ? m NOTES: 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. �F;m 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE z �gw�za -WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. o 0 CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES $ w w o BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY i3'd RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3 o z FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. HORZ 0 20 40 w 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER a w>rc�o ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL pW !< INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i W. i 2 y VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. rc Z w SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o y PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON °z THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY 2550 2SSO CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2545 2545 PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE APPROX. EXISTING DISPOSED OF OFFSITE AT APPROVED WASTE SITE. o GROUND AT I OF PIPE 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR x 2540 2540 AREAS TO PREEXISTING GRADES/SLOPES. Ir LLI 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED ui --- OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 LLI O W NEW 76" DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN U) PVC C900, pR25 FINISH GRADE BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ F 2535 AT OF PIPE 2535 10 MCDERMO ROAD/USSEE SHEET C-701 OTCK ROADNNTERAL SEDCITIONNG INFORMATION AT z QQ CE (REFER TO C-400 SHEETS) :D — 06 < Z z � Q Q 2530 2530 ~ d wLLJ cr LU L w GO 2525 2525 66 U a 2520 49 LF 20" CASING 2520 0 0 E N 2515 w 400 LF 10" PVC ® 0.28% 182 LF 10" PVC ® 0.28� 2515 m U FILE: 10-19-082_C-208X STA:119+67.87 STA:120+16.87 JUBPRCU.N:10-19-082 DRAWN BY:ARB 19 U 251 O 251 0 DESIGN BRW o O CHECKEDD BY:JPE m 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+25 ONE INCH a 3 MH-13 60" AT FULLSIZE,IF NOT ONE v in LV STA: 120+20.00, 0.00' LASTUPDATED:11/13/2025 f RIM: 2538.80 SHEET NUMBER: INV IN: 10"(E) C-212 o INV OUT:: 251 2514.08 10"(W) APPROVED FOR CONSTRUCTION KEY NOTES cj'�'�_: \ \\ \ KEY NOTE DESCRIPTION ----� w \ \ \\ \ SO433346650 SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. LLC W USTICK RD \ � S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U � \ \\ \ \\\ \ SO433347115 i z > SO433346710 �� �� ��s�\\ \\ J & J HESS LLC ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE R Q � J & J HESS LLC __ �-\ \ \ S2 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER o � 5630 W USTICK RD (/j -6 9 _\ \ \ \ \ q \\ \ ISPWC SD-501A cr O � W USTICK RD \ �� \ \\\ \ - 53 CONNECT TO EXISTING MANHOLE W 7D O CD m o W 3 N(` r U STEEL CASING (SIZE AND THICKNESS AS INDICATED IN z_ U co CO CO Py\ \ \ 5p DETAIL ON SHEET C-502). REFER TO COM STD DWGS ._ (D . \ \\ \\ \\ y \ \\ \ \ SW1 AND SW2 AND DETAILS ON SHEET C-502 C7 O) :3 p 3 3 w \ \ \\ \\ \\ INV EL: 2526.92 I S5 TYPE B MANHOLE PER �WC SD-502 (SIZE AS LU m (!) 0 a ISPWCNDICATSD IN PROFILE)OFILE W PREFABRICATED BASE PER m o 0 Lu RT --x>w- -IV-----__11,w A�w\� / �Rl R/w� R/w R/w N/w R/w R/w R/w R/w S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N mW P-----OHP-----OHP-----OHP----�0 -----0HP-�J�- '01#P �� OH ---OH -----OHT ----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP H DETAIL, SHEET C-502 LU LU ----12"w-----12"w-----12"w-----12"w -_�� _ �Ts°w= -/f -- -i2"w-- 12'w-----12"w-----12'W-----12"w-----12"w-----12"w-----12"w----I LU 57 'Y-TYPE CLEAN-OUT. REFER TO COM S TD DWG S1 W ---LP___--EP--__-START CASING STA: 122+44.44-- P-----EP---- EP ----EP __ -----EP-----EP-----EP ----EP-----EP-----EP-----EP U1 RETAIN AND PROTECT EXISTING CULVERT N: 717930.03, E: 2435783.67 \ END CASING STA: 123+46.44 I LU NAL ui 51 m N: 717928.80, E: 2435885.67 M1 (2) MAILBOX 0) U2 OPEN TRENCH CULVERT REPLACEMENT 10 E`�C + A USTICK RD / 180' - 122+00 SZ 123+00 124+00 125+00J o L cal $ ssAh U3 WATERLINE CROSSING I Q 90 d S2 MISCELLANEOUS KEY NOTES 8847 0 fn _EP-----Ep _ -__EP ---_EP --__ \ - ---EP--- -EP----_-EP ______-EP-----EP---- MH-15--_Ep__ yy ----- ---- -4 H M1 REMOVE AND RESET ITEM der OF O- -- --- ----- --- - v: 7n325.58- E 1 Z --- ----------- xQs------� _ ��- - - /- -----�'-------------� M - 24360?5.8'------ LU Ajl RS J 4 x_�F _x _ -MH714V 1r 5L YE �\ / ---__-��\ ------------ I Z M2 REMOVE AND REPLACE ITEM R.WP --- --- /w _ fia R/w _ B/iv------�------R/w- -- ,'W (d A3- QZ H � / o /-`----------------------------�2 M3 REMOVE ITEM \ ) o / j/ 1 _ cIR ` \ -- _�_�_-�__,�_-,_-_�Q M4 RETAIN AND PROTECT w \ _ / , \ -1E.2631.49__________________ ' �w Q MAILBOX M1 S4 \ - _ / / 1 :25S1 b5= ------ -- _-_-_ --_ F -m BORE/JACK STEEL CASING. /// B PVC �\ -_� MS REFERENCE AND RESET LAND MONUMENT 1 WORK TO BE COMPLETED 51204244300 s y o BETWEEN NOVEMBER 1 � INV EL: 2531.49 - - - - - - - - M6 POWER/LIGHT POLE SUPPORT a w.m� \ MCLACHLAN SCO C rc N o a o a AND MARCH 15. M4 \ 2550 N MORGAN ROVE L INV EL: 2531.05 �� o�w w GUY WIRE \ / / // / / S1204120800 k 3$ m S1204212470 CINDER ROAD CHURCH OF CHRIST INC NOTES: \ INV EL: 2526.95 \ �// / i JARACH INVESTMENTS LLC W USTICK RD = z o i a S7 S1204212500 // i 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. a3rcmo / \ 3050 N MORGAN GROVE L� 1 a a w MCLACHLAN SCOTT C \ // g0 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE `3'rcmz. z 10" STUBOUT, 52 LF // 11 WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 0 3 w z o r0-n ® p,2g% 5755 W USTICK RD �� // INV: 2514.36 q I / ��/� /// CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES g T?w8 r w o BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF wos,o - ¢ a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF 'o m 1'k l UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY i I \ \ \ \\ \ RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS ¢czw30'0 \ FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. z W. \ \ \ HORZ 0 20 40 a w w 0_ 0 \ \ \\ \ \\ 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER > Z� h \\ \ \ \ \\\ \ ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL p w m INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF ipz-wy \ \\ \\ \\\\ \ \ VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. w��w \ \ \ \ \ \ SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, U, PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON '°macs di THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY 2550 2550 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 2545 2545 APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE FINISH GRADE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. APPROX. EXISTING AT OF PIPE 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 3 GROUND Al OF PIPE (REFER TO C-400 SHEETS) 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR Ir o AREAS TO PREEXISTING GRADES/SLOPES. LLB x 2540 2540 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED ui OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 w O W DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ LL F 10.SEE SHEET C-701 MCDERMO ROAD/USOTCK ROADNNTERSECAL ITIONNG INFORMATION AT Z Q 2535 2535 � a 06 < Z z 4 Q 2530 2530 ~ d $ 0 1RR RCPRNN W w SKY PILOT 0 LL1 LL W U) 2525 2525 U 66 a 2520 BORE/JACK 102 LF 24" CASING 2520 0 0 E 2515 182 LF 10" PVC 0 0.28% 335 LF 10 PVC_® 0.28% 2515 m 338 LF 10" FILE: 10-19-082_C-208X STA:122+44.44 STA:123+46.45 PVC ® 0.28% duePRa.n:10-is-oaz DRAWN BY:ARB a U DESIGN BY: BRW o O 251 0 2510 CHECKED BY JPE 121+25 121+50 122 00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 ONE INCH I ' MH-14 60" MH-15 60" AT FULLSIZE,IF NOT ONE STA: 122+01.67, 0.00' STA: 125+36.67, 0.00' LASTUPDATED:11/132025 z RIM: 2538.93 RIM: 2539.79 SHEET NUMBER: INV IN: 2514.79 10"(E) INV IN: 2515.83 10"(E) g' INV OUT: 2514.69 10"(W) INV OUT: 2515.73 10"(W) C-21 3 a INV IN: 2514.79 10"(S) STUBOUT AT 0.28% APPROVED FOR CONSTRUCTION KEY NOTES ,w^"^w^- KEY NOTEI DESCRIPTION " 0 SO433438957 SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. SO433347115 WARDLE3JOHN DFSM LLC J & J HESS LLC 5600 JOHN S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) 5630 W USTICK RD 5600 W USTICK RD W USTICK RD r , z dj ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS - Q � 52 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER o S7 ISPWC SD-501A Tn 0 NV:S2522U 6 52LF ® 0.40% O w 0 CD (D 0 53 CONNECT TO EXISTING MANHOLE O A- 12"W ^U S4 STEEL CASING (SIZE AND THICKNESS AS INDICATED IN Z v )Do co N 3 INV EL: 18' DETAIL ON SHEET C-502). REFER TO COM STD DWGS - 2535.91 RCP SW1 AND SW2 AND DETAILS ON SHEET(-502 z Do (!)p M IE:2535.91 g5 TYPE B MANHOLE PER ISPWC SD-502 SIZE AS LLJ - 0 36.24R/w R/w /w w - B/YSIRR�- a - _4t�&-----rl /wR/w R w R/w R/w N ISPWCTSDI502AOFILE) W/ PREFABRICATED BASE PER mooaF - --oHP-----oHP -- HP-----CHP- -OHP-- --oHP---- CHP--- CHP-----OHP -oHP-----NOHP-----OHP-----CHP-----U PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER Nm1w 2' --- -1z'w17w-----1 "w---- z"w-- . nn----12"w----- "w--N --12"w----- 12"w-----12"w-- --12"w-----12"w--- H DETAIL. SHEET C-502) �- -----EP-----EP - = - INV EL: - - - ____ __ WW M EPEP 10.1 -EP-----EP EP{ S7 _ _ - - 2535.00 o I 'T�-TYPE CLEAN-OUT. REFER TO COM STD DWG S1 w I 50 LF, 16" PVC U2 i S4 S1 O 9 U1 RETAIN AND PROTECT EXISTING CULVERT I USTICK RD 0 0• I W �2S#0� C900, DR 25 127+00 128t00 129+00 o U2 OPEN TRENCH CULVERT REPLACEMENT 4�SSlO; ENCf a c`Dv - - - + U3 WATERLINE CROSSING I x n EP ---EP-----EP----- - �P-- p_ �Ep� -E� _----EP-----EP-----EP---- $� _ O.-O =ER-----EP-----EP N -- ---- ----- ----�_---- MH-16 -_ _--_-- ------ tp 8847 0 MISCELLANEOUS KEY NOTES START CASING STA: 126+52.67 END CASING STA: 127+01.67 V: 17.2^ N - - - - w - N: 717925.25, E: 2436191.87--------- --------_N: 717924.69, E: 2436240.87-----------------------F 273:-,a1�.71- ----------F M1 REMOVE AND RESET ITEM A�,rEOFi�o{ Z -------- ------R41"/------$/'°L-------- -----�w-----RLw------mow -----R/w--- R/w R/w -R/w--- - Raw-- R/w ul gDR.1PPTS J - ---------------------------------- ul M2 REMOVE AND REPLACE ITEM ----- -- -_- ------ ----_-_- ----_-----_----_------------------------------------ ee� ®3� nz ___ M3 REMOVE ITEM ~ ------_-- ___ --- - 1E:2534:f�---------------------------- -- -----------------------__---�U ---------- ------ INV EL: ------------------------------------------------------------------------ M4 RETAIN AND PROTECT F ---2534.27--------------------------------------------------------------------------- ------ - - - - - - - - - - - - - - - - - - �a �w - - - - - - M5 REFERENCE AND RESET LAND MONUMENT - S1204120800 I M6 POWER/LIGHT POLE SUPPORT w a Z0 0 LINDER ROAD CHURCH OF CHRIST INC w a 0 >wUW�F Q Orw�tt W USTICK RD NOTES: 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. �F;m 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE Z WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 0 5 w z o - CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES $ w w o BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF w°s LL o w J r a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF 'o y k UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY z i d RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3 o FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. Z m 0 HORZ 0 20 40 a w w 0 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER >�t0 ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL W. FIELD INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i rc i 2 y VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. w SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o y PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON 0 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY 2550 2550 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 2545 FINISH GRADE 2545 APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE APPROX. EXISTING AT rL OF PIPE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. GROUND ¢ OF PIPE (REFER TO CAT SHEETS) 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 0 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR Ir AREAS TO PREEXISTING GRADES/SLOPES. LL.I 2540 2540 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED ui OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 L O W DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN NEW 16'• BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ LL �C C900, pR25 10.SEE SHEET C-701 FOR ADDITIONAL GRADING INFORMATION AT Y Q CE F 2535 MCDERMOTT ROAD/USTICK ROAD INTERSECTION. 2535 Z d -< m O_ Z z 4 Q Q - J ~2530 d w 2530 � � w LLJ w 0 2525 2525 U 3 49 LF 20" CASING 400 LF 8" PVC ® 0.40% 66 w 2520 1.88% 0 338 LF 10" PVC ® 2520 o STA:127+01.54 STA:126+52.68 EN 2515 2515 m U FILE: 10-19-082_C-208X JUB PROJ.N:10-19-082 DRAWN BY:ARB a U DESIGN BY: BRW 19 O 251 0 251 0 CHECKED BY:JPE 125+50 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50 ON 3 MH-16 60" AT FULLSIZZ E,E,IF F NOT ONE STA: 128+74.52, 0.00' L LAST UPDATED:11/13/2028 RIM: 2540.64 SHEET NUMBER: INV IN: 2522.35 8"(E) C-214 g INV IN: 2522.35 8"(N) STUBOUT AT 0.40% a INV OUT: 2522.18 10"(W) APPROVED FOR CONSTRUCTION KEY NOTES U "w^ ^- KEY NOTE DESCRIPTION Pxm,.W� 50433438957 SEWER/UTILITY KEY NOTES 1-U-B ENGINEERS,INC. DFSM LLC S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U W USTICK RD ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z Q 52 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER o ISPWC SD-501A 53 CONNECT TO EXISTING MANHOLE W Tp CDo Lu 3 r` ^� INV EL: S4 STEEL CASING SIZE AND THICKNESS AS INDICATED IN Z_ U co N CO -1 ( cS 2537.57 DETAIL ON SHEET C-502). REFER TO COM STD DWGS -� N'3 SW1 AND SW2 AND DETAILS ON SHEET C-502 C7 N �p 3 Z Do (n v m S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS LU 4) 0 cv I 50 LF, 12" PVC U2 INDICATED IN PROFILE) W/ PREFABRICATED BASE PER m (n U C900, DR 25 IE:2537.57 I (j ISPWC SD-502A p0 o_ w R/W R/w R/w R/W R R/W R/W R/w R/W R/W R/W R/w R/W R/j w S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N D] LU OHP-----OHP-----OHP-- --OHP-----OHP-----OHP$-- -OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-- W DETAIL, SHEETC-502) 2 w I-12"w-----12"w-----12"w ----12"w-----12"w---D°-iz'W- --n'w-----12"w 12"w-----12"w-----12"w-----12"w-----12"w-----12"w-----12'w---� � S7 'Y-TYPE CLEAN-OUT. REFER TO COM STD DWG S1 ----EP ----EP-.00 --EP-----EP-----EP -- -EP-----EP-----EP-----EP ----EP-----EP-----EP-----EP _ -EP----- W I w U1 RETAIN AND PROTECT EXISTING CULVERT USTICK RD S4 S7 1 gD:_ U2 OPEN TRENCH CULVERT REPLACEMENT 4�SSlONA E 8,1,�f rn 130+00 131+00 132+00 133+DO I NSIBssf- sS I SS M U3 WATERLINE CROSSING Q - g2 ___ a MISCELLANEOUS KEY NOTES N 8847 0 ~ - ~ ---- ------- N A MH-17--------------- ------ 9rE 1�P --- W - - - - -c�i -START CASING STA: 130+81.73- _ - - - - - END CASING STA: 131+29.73 _ v: 7'751 a.'2 w M1 REMOVE AND RESET ITEM Aug R z - - - - N: 717920.36, E: 2436620.90 N: 717919.81, E: 2436668.90 - - - -re - -_. 2�3E813.Ga - z D pR - \ I M2 REMOVE AND REPLACE ITEM z --------- r 2 -R/W RTW------ --- -R/W R{W- 42/W- -R/W Rffy -12/YI- --R7lW R/N` -R/W -----q�W- R/ 2 h---------------------------------------- I `------------------------------------------------- `TOP- F M3 REMOVE ITEM b ®3 - ---��� --- _- �EL: �--�—__�---�- -- ------------ --- -� � \ \� � M4 RETAIN AND PROTECT ------ ---- INV EL: ' ------- \ o rn m -----25 ----------- 37.W - - - - - - - - - - - - - - - - �\ _ a - - — — — — — - — — � \ M5 REFERENCE AND RESET LAND MONUMENT w z �y0� S1204120800 \\ \\ `— M6 POWER/LIGHT POLE SUPPORT F"a i�ww oU LINDER ROAD CHURCH OF CHRIST INC a d a W�F \\� ---_- Of WJK Q W USTICK RD NOTES: 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 0 5 w z o - CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES $ w A O� w o BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF .0".'15 r a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY i 3 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3 o FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. z.m�0. HORZ 0 20 40 a w w 0 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER >w t" ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 1Wwa INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i rc i ow y VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. �ww w SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o y PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON °z THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY 2550 2SSO CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND 2545 APPROX. EXISTING 2S4S PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE GROUND AT OF PIPE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 0 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR Ir AREAS TO PREEXISTING GRADES/SLOPES. LLB 2540 NEZN 12"PVC C90Q 2540 9 OTHERWISEALL RSHALL BEESOLIID WALL PVC PIPE,TS UNLESS CALLY NOTED AWWA C 900/C-905 L� W ui DR25 FINISH GRADE O J O AT q OF PIPE DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN W ILL. TO C-400 SHEETS) BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ F 2535 2535 10 MCDERMO ROAD/USTICK ROADNNTERSECTIONINFORMATION AT z Q d — 06 U i 2530 2530 ~ d w W 48 LF 20" CASING 0 W ui L W U) 9 CD 2525 383 LF 8" PVC ® 0.60% 2525 U 400 LF 8" PVC STA:130+81.73® 0.4 0 3 +29.73 66 -7 2520 2520 0 0 E N 2515 2515 m U FILE: 10-19-082_C-208X JUB PROD.N:10-19-082 zw DRAWN BY:ARB a U 251 O 251 O DESIGN BY: BRW o O CHECKED BY:JPE m 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50 ONE INCH a 3 MH-17 60° AT FULLSIZE,IF NOT ONE LY STA: 132+74.52, 0.01' R LASTUPDATED:11/132025 RIM: 2541.89 SHEET NUMBER: INV IN: 2524.05 8"(E) C-215 o INV OUT: 2523.95 8"(W) APPROVED FOR CONSTRUCTION KEY NOTES U ^^•^ ^- KEY NOTE T DESCRIPTION Pxm,.W� SEWER/UTILITY KEY NOTES J-U-B ENGINEERS,INC. S1 GRAVITY SEWER PIPE (SIZE AS INDICATED IN PROFILE) U N � SO433438850 ISPWC TYPE A MANHOLE PER ISPWC SD-501 (SIZE AS z > SO433438957 52 INDICATED IN PROFILE W PREFABRICATED BASE PER Q O o DFSM LLC RAMBO MORRIS & DIXIE TRUST O ISPWC SD-501A ) / C7 _0 O M 5220 W USTICK RD Ir O O1 n W USTICK RD 53 CONNECT TO EXISTING MANHOLE W O O CD (DLu o 3 - ^� S4 STEEL CASING SIZE AND THICKNESS AS INDICATED IN z_ U N CO cS ( co� DETAIL ON SHEET C-502). REFER TO COM STD DWGS N -� (D \ SW1 AND SW2 AND DETAILS ON SHEET C-502 0 N p 3 ni 3 In �� S5 TYPE B MANHOLE PER ISPWC SD-502 (SIZE AS LU m (!) O N I INDICATED IN PROFILE) W/ PREFABRICATED BASE PER m Cn a U ISPWC SD-502A OO w R/w R/w R/w --_ S6 PVC C900, DR-25 POTABLE WATER CLASS SLEEVE (PER N m W --OHP E— ----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP-----OHP---- OHP1=tL+---_CHI — ———OHP——— DETAIL, SHEET C-502) II _— w F-12"w 12•w 12"w-----12'W ----- _ 57 'Y-TYPE CLEAN-OUT. REFER TO COM STD DWG S1 IEP-----EP-----EP ----FP-----FP---1-FP- --12 FP -12W-FP---12Y/ F�---12Nk�- -,2 y,--EP- „----��-ry'e�=fin"-EP U) / U1 RETAIN AND PROTECT EXISTING CULVERT �I USTICK RD /� U2 OPEN TRENCH CULVERT REPLACEMENT 4�SSlON/JSA��E�•NCf co M 134+00 135+00 1i6+Q0 137+00 U3 WATERLINE CROSSING o ss ss ss I ss ss ss I 8847 MISCELLANEOUS KEY NOTES w EP—��6aaP_____EP-- �MH-18 M1 REMOVE AND RESET ITEM A�rE OF z - .���EP_-� N: 7 'S13.c1� 9DR.WN't J _�T EP F 243'19E.45 M2 REMOVE AND REPLACE ITEM U R/w R/w TO TOE R w —�----EP- - \ M3 REMOVE ITEM H TOE -EP-----Q TOE EP �� ------- ----------- RETAIN AND PROTECT i i F ---- _ iwm _ 51204120800 _ _ - LINDER ROAD CHURCH OF CHRIST INC __-_ } M5 REFERENCE AND RESET LAND MONUMENT — \ W USTICK RD P/L P/L Q O M6 POWER/LIGHT POLE SUPPORT o a SSo 1-----x 1 \ o 0 °okm> > NOTES: U Dy�jw =ZD'U ? 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. 3 m ll/ 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE �"pNzH z WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 0 5%3 z o 0. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES $ w A O� w o BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF w0"oz5 C a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY i 3 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS a w 3 o FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. 0. HORZ 0 20 40 a w 0 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER >w t" ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL pywwa INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF i w,i o h VERT 0 5 10 TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. w W.. SCALE IN FEET 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o y PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON °z THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY 2550 2550 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE PROJECT. 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL APPROX. EXISTING NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. 2545 GROUND AT rL OF PIPE _ - 2545 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE ---- APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 0 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR x 2540 2540 AREAS TO PREEXISTING GRADES/SLOPES. LLI 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED ui OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 LLI O W DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. _ LL F 2535 2535 10 MCDERMO ROAD/USTSEE SHEET C-701 ICK ROADNNTERSEDITIONINFORMATION AT Q d a 06 4 Q Q 2530 2530 ~ 0 O o d w LL.I cr W Lu 2i W 2525 383 LF 8" PVC ® 0.60% LLJ U) 2525 U U 66 a 2520 2520 0 0 16 2515 2515 E i m U FILE: 10-19-082_C-208X JUB PROD.N:10-19-082 DRAWN BY:ARB U 2510 2510 DESIGN BY: BRW 19 O CHECKED BY:JPE - 133+50 134+00 134+50 135+00 135+50 136+00 136+5 137+00 137+50 ONE INCH i 3 MH-18 60" AT FULL SIZE,IF NOT ONE STA: 136+57.31, 0.00' Y a RIM: 2544.40 AST UPDATED:11/132028 _ SHEET NUMBER: INV OUT: 2526.35 8"(W) m C-216 TYPE P-1** SURFACE RESTORATION PAY ITEM LIMITS q DIRT ROAD (JJU 12' rL MCDERMOTT ROAD 12' 1'-6" 24-29 J-U-B ENGINEERS,INC. GRAVEL GRAVEL SHLDR SHLDR 1 Z > EXISTING EP MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) Q O o EXISTING EP 2% 2% O co cn PAY ITEM LIMITS M M 3:1 MAX* n n n n n n n n n n n n n n n n n n n n n n n n 3:1 MAX* t Lu O C> ^m E MIX' �V �V �V �J MIL �V LlV �V �V �V �V �J �V �V �V �V �V �V �V \\\ ---_-_ �2% CARIES) W O?� N O M N 01= o / — \\/\\/\\/\\/\\/\\/\\/\\//\\//�\//\//\//\//\//\////////// - Z co o � LIZ" Q v� � � � � \\- _____ MCDERMOTi ROAD ALIGNMENT- STA: 1010+28.57 TO STA:2001+48.54 Z m U)- �N 4" - �'�" CRUSHED I CO d AGGREGATE FOR BASE TYPE 1 25" - 6" MINUS UNCRUSHED O O AGGREGATE 12" - NATIVE MATERIAL COMPACTED TO Z) N co 5" - }" PLANT MIX PAVEMENT SEWER TRENCH 95% MAX DENSITY PER ASTM D-698 (2 LIFTS), SP-3, PG 70-28 WIDTH VARIES * FILL SLOPE TO MATCH EXISTING CONDITIONS AT 1.5:1 FROM: STA: 2011+14 TO STA: 2011+49 SEWER LINE-DEPTH VARIES �o4�S�YONSEiy`�i^ ** APPROXIMATE NEAT LINE QUANTITIES FOR ESTIMATING PURPOSES ONLY: TYPICAL TRENCH 4 A PLANT MIX PAVEMENT = 1,914 TONS (EST. ® 145 LB/CF) BACKFILL-SEE 17654 CRUSHED AGGREGATE FOR BASE TYPE 1 = 1005 CY OTHER DETAILS 6" MINUS UNCRUSHED AGGREGATE SUB-BASE = 5.500 CY OF Yo�QQ��v Hey C,S FULL WIDTH SURFACE RESTORATION - MCDERMOTT: STA. 1000+00 TO STA. 1200+53 AND N RIGGS: STA. 2000+00 TO STA. 2014+10 SCALE:NOT TO SCALE a rc wr�a TYPE P-2* SURFACE RESTORATION PAY ITEM LIMITSOw w w a K U w~ o�w5 m 0L USTICK ROAD "W�?_` 2' 12'-18' 12'-21' 2' � - w �NSN3w° GRAVEL GRAVEL w SHLDR SHLDR g a w a 3 2 zo z oaa-rcm > w' ¢ r f-2% 2%--y �g�wo0 a Wwzz> 3:1 MAX Q Q Q \���\ 3:1 MAX Qamos o LL���I���uIu✓��✓'�--II ����I��✓��✓--II LL���I���uIu✓��✓'�--II LLLLLL,����(��,IIL���������✓✓✓������✓------IIIIII o a � �a =a3 o wa== 25 - 6" MINUS UNCRUSHED 5" - }" PLANT MIX PAVEMENT AGGREGATE 4" - 3'4" CRUSHED (2 LIFTS), SP-3, PG 70-28 SEWER TRENCH AGGREGATE FOR BASE TYPE 1 WIDTH VARIES * APPROXIMATE NEAT LINE QUANTITIES FOR ESTIMATING PURPOSES ONLY: SEWER LINE-DEPTH VARIES PLANT MIX PAVEMENT = 1,095 TONS (EST. ® 145 LB/CF) J" CRUSHED AGGREGATE FOR BASE TYPE 1 = 615 CY TYPICAL TRENCH 6" MINUS UNCRUSHED AGGREGATE SUB-BASE = 3,260 CY BACKFILL-SEE cr o OTHER DETAILS Lu Fn z FULL WIDTH SURFACE RESTORATION - USTICK ROAD: STA. 605+24 TO STA. 632+85 w p g g SCALE:NOT TO SCALE 2 CU Y Q � F Z p J S TYPE P-3** SURFACE RESTORATION PAY ITEM LIMITS z U z 46.70' TO 36.30' USTICK ROAD 41.47' TO 35.25' p EXISTING GROUND EXISTING GROUND Q -- —� W _ W � Q ————— F-2%* 2%*--� ---------- �— — C EXISTING SIDEWALK/SIDE PATH EXISTING SIDEWALK/SIDEPATH o /�'�] /�C'S]� /�'��jj� 5 � jr'S]� 0� �jr'S]� ��'�]� EXISTING VERTICAL CURB & EXISTING VERTICAL CURB & '�1/�, '�✓)� .� '�7 �,�j/) '�/) Q GUTTER 4" CRUSHED DOUBLE TACK VERTICAL FACES AGGREGATE FOR BASE TYPE 1 5" — PLANT MIX PAVEMENT E lz DOUBLE TACK VERTICAL (2 LIFTS), SP-3, PG 70-28 m FACES SEWER TRENCH 25" 6" MINUS UNCRUSHED FILE: 10-79-082_C-503 - m< WIDTH VARIES AGGREGATE JUSPROJ.#:10-19-082 DRAWN BY:ARB DESIGN BY: BRW o O ** CHECKED BY:JPE APPROXIMATE NEAT LINE QUANTITIES FOR ESTIMATING PURPOSES ONLY: SEWER LINE—DEPTH VARIES ONE INCH PLANT MIX PAVEMENT = 295 TONS (EST. ® 145 LB/CF) N J" CRUSHED AGGREGATE FOR BASE TYPE 1 = 150 CY TYPICAL TRENCH AT FULL SIZE,IF NOT ONE 6" MINUS UNCRUSHED AGGREGATE SUB-BASE = 835 CY BACKFILL-SEE LAST UPDATED:10/31/2025 m OTHER DETAILS SHEET NUMBER: FULL WIDTH SURFACE RESTORATION - USTICK ROAD: STA. 600+02 TO STA. 605+24 m C-301 SCALE:NOT TO SCALE ao i I � KEY NOTES J' KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION 0 Z R4 PAVED DRIVEWAY APPROACH > o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) W 0 9 R6 LU LLl m TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) O O ') R7 VALVE BOX, ADJUST TO GRADE Z U a)Co o 05 cm R8 CONCRETE SIDEWALK, THICKNESS 5" a c 3 o Z co co R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU U a R4 40 SY o R4 31 SY MISCELLANEOUS KEY NOTES Lo m STA: 1000+27.83, 26.37' L 14.6 STA: 1000+57.86, 24.01' L R4 34 SY M7 REMOVE AND RESET ITEM N 13 1' STA: 1001+88.75, 23.09' L M2 REMOVE AND REPLACE ITEM 14.2' X-----x-----x ----X- o BEGIN CONSTRUCTION — R/W R/W — R/W /w R/W— R w R/W — — R/w — R/w R/w — R = STA: 1000+00.00 x fiy .�O — — - ,p — — — I M3 REMOVE ITEM TONAL E N: 720642.825 R/S. Pao, w M4 RETAIN AND PROTECT �o4 �CENSFO/yfin E: 2433583.684 ° --Eo-----Po--- Ro-----Fo-----Fo-----Fo�U) M5 REFERENCE AND RESET LAND MONUMENT 4 17654 A -EO----- - - -RJO, P TppEE TOE TOE TOE TOE TOE ---- - -- -----FO ---FO-----Ep- _�� —gyp ---- -- - ------- -- W M6 POWER/LIGHT POLE SUPPORT 1000+00 107 SO0'35'19"W 1001+00 MCDERMOTT RD _ _ 1002-20 7.,w 1003+00 1004+00 +--ss----- MS SS\ SS SS SS SS SS o -EP --- --- --- --- ----- ---- ---- r TOE TOE TOE TOE TOE TOE TOE TOE TOE OE U) p F r ---�HHHppp TOE 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. - TOP , 'Al R wI --- IDHP FIF' I�` W < H w _/ 4tp TOP TOP z 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE w Z.u O. / R/W R/W R/W R/W R/W R/W R/W R/W /W R/W R/W R/W - � WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. °¢i� - --IRR-----IRR-----IRR-----IRR-----IRR-----IRR-----IRR-----IRR-----IRR-----IRR ----IRR-----IRR-----IRR-----IRR--- --IRR- �J CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES >w°w° a I- BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 0, w`° < R4 62 SY I¢ 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF 3° m UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a ° 21.3' STA: 1000+38.66. 23.54' R a 5/8"PIN TOP TOP TOP TOP TOP RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS °0 TOP 15 CONTROL PT TOP TOP TOP TOP FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. r 3°-��m w aE TOE �� OE TOE 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 y z TOE ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL o J M�20 N INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF $ i F : > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. y 9 LL o z- ri a 0 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o r k PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON °�;R THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a w�'o 0 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY HORZ 0 20 40 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ?3 THE PROJECT. w m 3:a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL = z W.y VERT 0 5 10 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SCALE IN FEET PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o N<N i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 1135 SY R7 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED 2550 2550 OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Cc 0 2545 2545 PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLB TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY 3: UJ THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE Lu J INFORMATION. p i F 2540 2540 z 0 0 — 06 Z 4 � Z J 2535 +N 2535 � p >_ O Q N O M Q O_ w LLuL W aw I L Q -------- _ 445 w0N 2530 ------ ---- 2530 0 EXISTING GROUND FINISH GRADE AT Q OF ROAD AT OF ROAD 2525 2525 LEGEND SURFACE o FULL WIDTH SURE RESTORATION ITEM N FAC1 0 2520 2520 PAVED DRIVEWAY APPROACH w 999+75 1000+00 1000+50 1001+00 1001+50 1002+00 1002+50 1003+00 1003+50 1004+00 1004+25 ITEM NO.810.4.1.A.5 m U r n N O cO N Ill n N pp r N h I!) n W FILE: 10-79-092_C407X n q M h f0 ro m o 0 N N "? RESTORATION JUB PROD.#:10-1 9-082 pi 9 N 2 F (GRAVEL APPROACH) DRAWN BY:ARB N N N N N N N N N . 9 DESIGN BY: BRW m w w 1� w 1� w li w li w li w li w w w li w LL CHECKED BY P ONE INCH j AT FULL SIZE,IF NOT ONE `D LASTUPDATED:1111P/2025 o SHEET NUMBER: �g ao C-401 KEY NOTES NUB KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION (� R4 PAVED DRIVEWAY APPROACH Z Q m o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) W 0 9 1-1cr E a R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) W O O o ? w ? LU � cVM m-6 I I R7 VALVE BOX, ADJUST TO GRADE Z U O)Co o Q) Q cm 140 I I III R8 CONCRETE SIDEWALK, THICKNESS 5" Z )U) c STA: 1006+83.62, 30.26' L 1 I II STA: 1007+24.37, 30.37' L R9 STANDARD 6-INCH VERTICAL CURB & GUTTER W Uj d r of 1 m o STA: 1006+65.01, 12.17' L w ? O U U 1 STA: 1007+41.89, 12.19' L I MISCELLANEOUS KEY NOTES Lo 0 0 co ij I / / �, q LU M7 REMOVE AND RESET ITEM N _ ---x x -x -x-----x-----X ----X— Q\ 9 = / \ M2 REMOVE AND REPLACE ITEM R/W W R/W R/W R/W R/W 1W IRR-----IRR- --IRR RANL �W VW LU w I — — — — — — — — — — — -TOE \ TOE TOE w M3 REMOVE ITEM 1n o / R4 Pep TOP GO OVAL E N 112 SY M4 RETAIN AND PROTECT �o4 \CENSF7?�n� + II E --- IDE- TO �FO-----FO-----Fp-----EO-----FO-- + 4 A Y� - �- FILL F---- ----- o=_- m M5 REFERENCE AND RESET LAND MONUMENT 17654 o --------- — ---- o o M6 POWER/LIGHT POLE SUPPORT m c Qll w600'35'19-W — —1005+00 MCDERMOTT RD t0o6+00 — — — 1007+00- —500'35'19'W 1008+00 —I �9rT� CAS\QQ`� z ML SS SS SS SS SS SS SS SS z J J — --- ----- -- ----- --------- NOTES: FIIXTOE TOE ¢TOE T F111 E TOE TOE '-0 L eHR � T �HR- - �� aaQ ro�.aun „_ dl+o r -d-- -- d TOE �Ho TOE dH 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. r '�TO TOP T Tb� SOP--- --- ---- v�'° �� z ,~ RJ- R/w R w R ���w — R/w R/w R/w R/w I, IT Rjw R/ ��1' f 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE w w --—IRR—————IRR—————IRR—————IRR—————IRR—————IRR—— FIR —IRR-----IRR-----IRR-----IRR-----IRR-----IRR-----IRR-----IRR-----IRR—y WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. c�¢ir=+ CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES >i 0 w 0 a BEFORE COMMENCING WORK. CALL DIG—LINE, 811, A MINIMUM OF o w m < 14 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF m UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY z a m 0 F TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP O vi 3 m a TOP P1NP I RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS �z rc"� TOE TOE TOE TOE TOE coNTRo4�� TOE TOE FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. r 3 R m w 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 N�a m" z z ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 3 mw� 0 ogy�'z0 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. y 2 LL o z_ ri 0 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS—OF—WAYS, o 0 r k PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON 0�;rc THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a w o 0 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY HORZ 0 20 40 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT t< ?3 THE PROJECT. w m a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =.z-y VERT 0 5 10 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SCALE IN FEET PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o N<N i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 1144 SY R7 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 2550 2550 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN HP STA: 1006+70.00 BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. HP ELEV: 2532.218 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO PVI STA: 1006+50.00 DEMOLITION OF USTICK ROAD. A COPY of THIS SURVEY SHALL BE 2545 2545 PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir 0 PVI ELEV: 2532.40 K: 266.67 PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLI LVC: 200.00 TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY LU THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE LU J o v1 0 0 o N LOW PT STA: 1008+06.03 INFORMATION. W O LL $ o rn o o o LOW PT ELEV: 2531.98 = O 2540 0 o N v N 2540 Y 0-1n n n PVI STA: 1008+50.00 Q D_ w ,) �N ,N PVI ELEV: 2531.80 Z D o I:i o 1;i o lii K:103.45 — o6 S —; —o —? LVC: 150.00 z Q 2 6 m EXISTING GROUND 0� o m ~ Q J z. 2535 >m AT rL of ROAD m 2535 0 } O— Q — o_4s%— ------ ------ -- — — — �3ox w--- 2530 2530 W p FINISH GRADE AT ¢ OF ROAD C) U 3 2525 2525 LEGEND o FULL WIDTH SURFACE RESTORATION ITEM NO.307.4.1.H.1 ° 2520 2520 1004+25 1004+50 1005+00 1005+50 1006+00 1006+50 1007+00 1007+50 1008+00 1008+50 PAVED DRIVEWAY APPROACH E z ITEM NO.810.4.1.A.5 '� rnor o0 NC4 O 117 n W) 00 00 ro0 �n m U M V) N N N N a?01 O O FILE: 10-19-082 C-401X m Q M r'l M M M M c�M M M M M M M JUB PROD.#:10-19-082 TYPE"C"SURFACE RESTORATION (GRAVEL APPROACH) DRAWN BY:ARB w ITEM N0.307.4.1.A.9 DESIGN BRW _o O w w w w li w li w w w w CHECKEDD BY JPE m ONE INCH j AT FULL SIZE,IF NOT ONE `D LAST UPDATED:11/12/2025 o SHEET NUMBER: �g ao C-402 STA: 1012+52.26, 20.82' L KEY NOTES O'u'B � KEY NOTE DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. RIB �� R7 FULL WIDTH SURFACE RESTORATION (� PAVED DRIVEWAY APPROACH Z x STA: 1012+54.22, 22.06' R 0 Q o MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) cr 0 n E _ / 928' R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) Lu W 3 N O^ M STA: 1009+68.82, 42.55' L O �.rt �y 10,ryx� / R7 VALVE BOX, ADJUST TO GRADE Z OD N 00 3 MCDERMOTT STA: 1012+27.83 = �N R8 CONCRETE SIDEWALK, THICKNESS 5" a)N RIGGS STA: 2000+00.00 /A Z m - c G R9 STANDARD 6-INCH VERTICAL CURB & GUTTER m Uj a piGc 9� MISCELLANEOUS KEY NOTES M7 REMOVE AND RESET ITEM Z) N m STA: 1010+18.63, 17.17 L cl STA: 1008+68.29, 12.00' L �V. S 60 TOP_ TOP PPN �DO� M2 REMOVE AND REPLACE ITEM H R/w TOP R/W ygPry M3 REMOVE ITEM LU R/W R/W R/W R/W _-IR --- --IRR- 1�k� _ �a� M4 RETAIN AND PROTECT 4�oE `\O.ENS`O 7q„A rn TOE - - --=IRR=1O- --IRR=--=IRR P� M5 REFERENCE AND RESET LAND MONUMENT 17654 UJ TOP TOP R S M6 POWER/LIGHT POLE SUPPORT of=-FO- --- - - - FO-----FO-----FO -FO-----ED or CO�RMO� ----FO-- 0-- -ED C`53Qe�.� _ _1G10+OD N S00'35'19"W- - ss NOTES: 38 LLI 38 SS s « SS 4 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. o Z_ --- PI STRING: 19523 2 LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE --- 19.77 NORTHING: 719523.12 w w u I WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. wl¢zo F T9�o TB�o - FASTING: 2433572.18 Ed r�� CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES L w° _ drlo_ _ dHo_ BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF o,w m a Q � 11TTO� pV=uTir 110b� P2 T8�' R?I�T TB?s - r W----Ilr-Tr - IIT-- Ilr--- ----ii YW P�� TOv SIP TGP NT TOP �Y� - ITS TOP 7W 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF z k y m UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a F,m oa oy3� ---IRR-----IRR-----IRR-----IRR-----IRE-----IRR-----IRR --_--IRR-----IRR-----IRR-----IRR----- � RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS �orc ------------------- IRR-----IRR-----IRR----_ -13 ------------------- i FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. iQ3°-pma 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 y ,a,z z TOP TOP TOP TOP _ o m TOP TOP TOP To -------�Op--- •� -- ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 3p<yoz0 �°-� T1 coNTROL r1�- -1aP---------Totr----�a� INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF 8.,ym: ' Z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, =o 0°x k w c PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON -o�;R, R5 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a w�'o 0 174 LF CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY o. HORZ 0 20 40 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ?3 THE PROJECT. w m a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =.z-y VERT 0 5 10 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SCALE IN FEET PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o N<N i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 1635 SY R1 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED 2550 2550 2550 OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE o PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir 0 2545 2545 2545 PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLI TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE J W o a HP STA: 1010+86.29 0 o LOW PT STA: 1011+65.00 0 o INFORMATION. �O LL $ o ry HP ELEV: 2533.875 O ro LOW PT ELEV: 2533.72 0°' o _ O LOW PT STA: 1008+06.03 o m o o a HP STA: 2000+51.25 0 10 n PVI STA: 1010+50.00 N n PVI STA: 1011+75.00 N n o n Y � LOW PT ELEV: 2531.98 rn iri HP ELEV: 2534.931 Q F 2540 PVI STA: 1008+50.00 N 10 ,N PVI ELEV: 2534.10 +N PVI ELEV: 2533.60 N N 254Co M1 + PVI STA: 2000+45.00 2540 z p D- +in o K: 96.77 K:100.00 +n o N o6 PVI ELEV: 2531.80 N o. o" o" o PVI ELEV: 2535.28 - w LVC: 150.00 w LVC: 100.00 w O N o.. K:103.45 0„ U r, r, o w K: 12.50 Z LVC: 150.00 LVC: 60.00 z J 2535 m 03 L - N 1.15� > ---- -- --- - > -- - 0.60% 2535 wz.90%' 2535 p lw FINISH GRADE W Q EXISTING GROUND AT rL OF ROAD Lu s 2530 AT rL OF ROAD 2530 2530 p FINISH GRADE U AT OF ROAD MATCH EXISTING EXISTING GROUND AT OF ROAD 2E 3 2525 2525 2525 LEGEND o FULL SURFACE WIDTH SURE RESTORATION ITEM N FAC1 0 2520 2520 2520 PAVED DRIVEWAY APPROACH w 1008+50 1009+00 1009+50 1010+00 1010+50 101 1+00 101 1+50 1012+00 1012+28 2000+25 2000+60 ITEM NO.810.4.1.A.5 m U r n O p N in rn W r I` M M N aD N N r O FILE: 10-19-082_C401X m¢ O O < O! < ro m ro ED r n n n O 01 q Ol JUB PROD.#:10-19-082 z M N M N M N / TYPE'C'SURFACE RESTORATION DRAWN BY:ARB (GRAVEL APPROACH) m N OfN N N N N N N OfN OfN N( N(N' N OfN N ITEM N0.307.4.1.A.9 DESIGN BY: BRW CHECKED BY P ONE INCH am j AT FULL SIZE,IF NOT ONE `D LAST UPDATED:11/12/2025 o SHEET NUMBER: �g ao C-403 KEY NOTES f - KEY NOTEI DESCRIPTION a a SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION (� 03 R4 Z PAVED DRIVEWAY APPROACH > o MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) W 0 9 ^E TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) W 3 N O^ M 0 SFi�� a a R7 VALVE BOX, ADJUST TO GRADE Z U O Co 00 ao O N ._ w3 000% R6 66 SY ,h R8 CONCRETE SIDEWALK, THICKNESS 5" Z co(�- STA: 2004+54.23, 16.37' L R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU Uj vOi a MISCELLANEOUS KEY NOTES m o O 5 R W R W R W R W R W R W / / / / / / R6 28 R ' R/w R/ R/w R� N m Z 143 M7 REMOVE AND RESET ITEM __ � R4 49 SY STA: 2004+20.72, 15.40' L yo -IRR- 22.1' o- 1D M2 REMOVE AND REPLACE ITEM STA: 2002+61.51, 19.64' L � Z 144 I�o �( C) M3 REMOVE ITEM --- // // /� /� I LU M4 RETAIN AND PROTECT o4 �0NAL Ems/ -F - FO--- FO-- X2-FO- - - ILL €0- - O FO - �-0 - R5 --- -FO-----FO ��A ---F0- FO-- -- 0-- - FOi� 4� �VCENSFD ,YfA --- 0 ---- - -- ------ // / w M5 REFERENCE AND RESET LAND MONUMENT - ---- 17654 142 0 157 ;� c M6 POWER/LIGHT POLE SUPPORT 2002+00 2003+00 N RIGGS o 2004+00- - - - 200l o �yTTF SS d in + Hey C. PI STA:2001+28.9 SS SS NORTHING: 719353.59 MS SS SS SS SS SS SS N 24 33568.97 -- --- -- ---- - _ -_- ------- FILL �dHO-- rdHO IT dHO _ _dH0__ _ dHO ___ d FILL F Fly_ U) NOTES: --- - iiT __ ____ HO OHP__ OHP OHP r w IRR TOP---- 1 ,I -T1�� Tom! of IiT--- Ilr---- - -- Z 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. -- -- TOP TOP W -- /RF- T7/Wr ¢ TOP -TOP- - TOP rop TOP RR TBPnzRToe- �R---TOP -- 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE w w O1 fRR --IRfSGP----i�RP--- IRR To ---TSWR-----IRR-Lop-7RRrd= WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. a i ____iRR IRR-- IRR- I CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES ywow0 d -IRR U a BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF $11 z`° < 12� I 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF z k 'w m -Tap-'---_mp---------m----� TOP UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY �ammoa TOP TOP TOP TOP TOP O v-3�Top TOP TOP TOP �° 5/a"PIN RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z o Top �c F9TI£9P Pr Top o FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. r 3 a m w R5 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 N�a mzo ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL i 3 m w 94 LF c<W'z0 as INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. y 20 LL o z- 1. 0 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, 00 r k PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON 0�2 rc THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a w�00 0 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY HORZ 0 20 40 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ?3 THE PROJECT. w m a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL = z y VERT 0 5 10 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SCALE IN FEET PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o N<N i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR 1172 SY R1 AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED 2550 2550 OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE Ir o PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES Lu x 2545 2545 TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY 3: UJ o n THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE J a o n LOW PT STA: 2002+26.67 o n n n LOW PT STA: 2003+09.07 INFORMATION. LLI Q LL n M1 o N LOW PT ELEV: 2533.03 0 0 o N LOW PT ELEV: 2533.27 O o N o n PVI STA: 2001+75.00 N M o n PVI STA: 2004+09.07 F oo w +N PVI ELEV: 2532.81 +N +N PVI ELEV: 2533.62 z Q D_ w 2540 N o.. K:66.67 0.. o.. K:210.53 2540 0 ,� 1ii N U LVC: 150.00 N U N U LVC: 200.00 ,-� _ > z o N m N W N m ~ J > EXISTING GROUND FINISH GRADE > Q z DO AT OF ROAD AT (� OF ROAD DO 2535 ___ -1.907 2535 ~ Q ----_ 0.35% O w ------ ------- - W � O dl 2530 2530 U U LEGEND w 2525 2525 o FULL WIDTH SURFACE RESTORATION ITEM N0.307.4.1.H.1 0 PAVED DRIVEWAY APPROACH E z 2520 2520 ITEM NO.810.4.1.A.5 w 2000+60 2001+00 2001+50 2002+00 2002+50 2003+00 2003+50 2004+00 2004+50 2005+00 m U FILE: 10-19-092 C-401X m Q 00 M M1 r n r n C Y m rn W C a JUB PROD.#:10-19-082 TYPAPPROACH) DRAWN BY:ARB "C SURFACE -F .01 N N NM<� O INr�� O INrO�� N NMN (GRAVEL.ITEM NO" 307.q,1 A 9 RESTORATION DESIGN BY: BRW w N N N If1 vMi If1 vMi If1 vMi If1 vMi If1 uMi If1 vMi vMi o O N N N N N N N N N N N N N N N N N N N N CHECKED BY JPE a 3 LP w w 1� w li w li w li w li w 1� w li w ONE INCH 1� AT(FULL SIZE,IF NOT ONE NCH BCA `D LASTUPDATED:11/12/2025 o SHEET NUMBER: �g ao C-404 o KEY NOTES NUB KEY NOTEI DESCRIPTION q SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. II R7 FULL WIDTH SURFACE RESTORATION (� I R4 PAVED DRIVEWAY APPROACH Z Q J R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) W 0 9 ^E w Q R4� 75 SY R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LLl 3 O m') gp F- W LNM Ma Q a O STA: 2007+31.64, 36.85' L R7 VALVE BOX, ADJUST TO GRADE Z U C)Co o Ld_ ��_ II R4 96 SY R8 CONCRETE SIDEWALK, THICKNESS 5" a) cm Z m(n— ° R4 44 SY v�i Q 5 STA: 2008+75.07, 23.79' L R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU Uj C> r STA: 2005+66.47, 21.29' L v czD wa 146 MISCELLANEOUS KEY NOTES m 0 p o W R/W /W R/W R/W R R4 38 SY R/W W Q_ W J Rry _21.0' R/W a R/W R/W R/W R/W643.9 — R/W N m STA: 2006+28.09, 23.59' L 1 146 REMOVE AND RESET ITEM20,g' 16.4' M53 0 REMOVE AND REPLACE ITEM � 0 �.�0 R 120. .7' P? _ X _ Rio, —�'� M3 REMOVE ITEM = O � 0 TOE--- ---- F0T6E---- = M4 RETAIN AND PROTECT e\ONA�S�,(�,/y�c^ ---- 3 4 A fn -FO- ---FO- -FO-----F ----FO- -FO- F FO----- w - -- o - � M5 REFERENCE AND RESET LAND MONUMENT LU --_ --- R4 29 SY ' w 158 I M6 POWER/LIGHT POLE SUPPORT N117654�0 —STA-20DB-+83 36 93 66' 1 N_RIGGS o+ }00 — — 2006+00 2007+00 s — 2008+00 — 2009+00 N �l lF DF o n R4 23 SY SS SS SS �S o C. 0 5\Q SS SS -- SS A: 2007+07.88, 21.19' R M5-- --- - -- -----FP--I -- I N FILL FILL TOE TOE o 5 CO NOTES' LU P OHP OHP OHP OHP OHP-` OHP Z TR7y-- -- -- -- �-- - ----RIWT----- Tjw----�� - ��i-DT-- R ----0 -----uT-- --OT-----UT-----OT -- w 0. /�_ — _ _ _ _ _ _ Z z < z_m (=.1(P -IRR-----IRR-----IRR-----IRR-----IRR-----IRR----- -IRR _ ---I -- ---- --- --- - J �y0<0 I LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE --- - -- = WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. () CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES a w 0 w° a �� TOE TOE Toe TOE F BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF O 11 w m < 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF z k 'w m R6 18 SY UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY z a m m°a 15.8' R4 52 SY ' -3: STA: 2007+04.72, 36.01' R RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z TOP TOP TOP TOE TOP STA: 2009+21.51, 29.49' R FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. r 3 0 m w TOE 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 N 9% / ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 3-'W 3 m w 0 c 'zo n INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o� > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. y 2 LL o z_ ri 0 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o 0 r k PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON �2 rc \ / THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a 0 w�00 0 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY HORZ 0 20 40 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT �>�?3 THE PROJECT. w m a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL .1W.z = y VERT 0 5 10 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. I J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SCALE IN FEET PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o N<N i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE 1132 SY R1 DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR 2550 2550 AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. o HP STA: 2007+00.00 0 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO 0 HP ELEV: 2536.757 0 2545 DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 2545 0 o n PVI STA: 2007+00.00 o n PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Cc o N PVI ELEV: 2537.41 N PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLI K: 76.92 0.. TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY LU u oo n N EXISTING GROUND LVC: 200.00 N cWi THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE Lu J }i0 INFORMATION. p LL AT OF ROAD Gi Cn= 2540 0o w m 2540 Y N U Q a F ti : 06 Q x ----_ -- --__-1.30% all4 2535 -- -1.30% 2535 Q d FINISH GRADE H 0 0 AT (LOF ROAD O w LLI p $ 2530 2530 W Q U U 3 2525 2525 LEGEND SURFACE 0 FULL WIDTH SURE RESTORATION ITEM N FAC1 0 2520 2520 2005+00 2005+50 2006+00 2006+50 2007+00 2007+50 2008+00 2008+50 2009+00 2009+25 PAVED DRIVEWAY APPROACH E z ,C ITEM NO.810.4.1.A.5 w ro ao v f n Iq n In m U a 16 h 6,6 16 10 16 10 16 10 16 10 h 4 a 4 Y FILE: 10-79-082 C-407X m F M IIrrk� M M M M M IIrrk� M IMrk M IMrk M Ipan M IMrk M 17 M M C4 'O b N TYPE"C"SURFACE RESTORATION JUB PROD.#:10-19-082 C4 N N N N N N N N N N N N N N N N N N N N �� �/ (GRAVEL APPROACH) DRAWN BY:ARB m w 02 w w w w w w w ITEM N0.307.4.1.A.9 DESIGN BY: BRW I` CHECKED BY:JPE m ONE INCH j AT FULL SIZE,IF NOT ONE `D LAST UPDATED:11/12/2025 o SHEET NUMBER: �g ao C-405 KEY NOTES NUB KEY NOTEI DESCRIPTION w SURFACE REPAIR KEY NOTES 1-u-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION 0 SID R4 PAVED DRIVEWAY APPROACH Z > o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) W 0 9 R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LLI 0 O m 0 R7 VALVE BOX, ADJUST TO GRADE Z U OMD 00 Q R8 CONCRETE SIDEWALK, THICKNESS 5" a) w Z m(n— o o R9 STANDARD 6—INCH VERTICAL CURB & GUTTER LU Uj a o_ STA: 2011+55.08, 32.48' L STA: 2012+56.21, 32.78' L MISCELLANEOUS KEY NOTES Z) N coM1 REMOVE AND RESET ITEM R/W R/W R/W R/W R/W R/W R/W } O o Y STA: 2012+49.04, 13.34' L I. \I/ N -O I M2 REMOVE AND REPLACE ITEM w I ___ ___ 1\n �R R/W R/W os RI -- -- w --R50' vR/w R/w F M3 REMOVE ITEM \o%AL E x —X X ——as— w M4 RETAIN AND PROTECT o4 \r.ENSF U i-- Tp TOE TOE ❑ \\q = 4� A w`—�LL�O �1L 3 FILL—_ ---- 3 -- --Po-----Eo ----Fo-----Fo-----Po ----Eo-----Fo-----Fo— w M5 REFERENCE AND RESET LAND MONUMENT 17654 rn----- Pp-----Eo— LU ---- --- -- 111 CO M6 POWER/LIGHT POLE SUPPORT rn I— — — 2010+00— — `O ° — — =2011+0o N. RIGGS _ Of 2012+00 _ _ 2013+_00 _ + ¢yTT� C N s$ SS SS SS SS SS N ——— Q ----EP-----EP E -----EP-- —EP—————EP—————EP————— Q ~ FP FP NOTES: ----------------- Z roe nr R10 z o F W o * 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. offi � —— — —— — — —— r —— —— ——'Ir P 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i w w O1 = R W R/W R/W R/W R/ R/ R/W R/W �R W R W R W J y U WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. 1.¢z 11 U ( -----IRR — — — — — — — = CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES mfOaO- -IRI?--i IRR-�---IRR — U aw°w1a BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF o 11 w R6 17 SY w w 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF z k3zy m TOE STA: 2010+91.92, 19.78' R UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY o y 3 a \ I RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. i r 3 a m W 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3y „- z l ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL oJy zo zo INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF 8-TM: > z w owl .I TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. m LL o z_ ¢ a 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS—OF—WAYS, m o r w PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON -°�;rc 0 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a 0 w 0 wo HORZ 0 20 40 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY a w' CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT °> 0 3 THE PROJECT. �w m z 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL = z y VERT 0 5 10 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. A w J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SCALE IN FEET PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o N<N i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 1316 SY R7 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 2550 2550 9• ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 0 2545 2545 LOW PT STA: 2012+37.74 PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN x $ PROGRESS AT THE TIME OF Cc BIDDING OF THIS PROJECT. CHANGES LLI uia LOW PT ELEV: 2531.47 TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE J +N PVI STA: 2012+25.00 INFORMATION. w Cn Q o O $ PVI ELEV: 2530.58 = o di K:125.18 F 2540 a C) LVC: 300.00 2540 z Q D_ > 06 m z FINISH GRADE EXISTING GROUND z Q z 2535 AT OF ROAD AT OF ROAD 2535 0 }w O 0 Q o ------ ------ W Q 2530 2530 0 U U 2525 2525 LEGEND SURFACE o FULL WIDTH SURE RESTORATION ITEM N FAC1 0 2520 2520 E z 2009+25 2009+50 2010+00 2010+50 201 1+00 201 1+50 2012+00 2012+50 2013+00 2013+25 PAVED DRNEWAY APPROACH ITEM NO.810.4.1.A.5 m U t0 (0 M W) 00 M M) m 0p M M) ro 00 FILE: 10-19-082_C-401X a� inh ro00 IV OV h n in In m r JUB PROD.#:10-19-082 z r0 n n 17 n M) n I1I�09� n 1� n H M 1� n H n M TYPE'C'SURFACE RESTORATION DRAWN BY:ARB N N N N N N N N 0 N�� � REM NO.307.4.1.A APPROACH)RAVEL DESIGN BY: BRW 02 W 2 W 2 02 W 2 w 1� CHECKED BY:JPE m ONE INCH j AT FULL SIZE,IF NOT ONE `D� LAST UPDATED:11/12/2025 o SHEET NUMBER: �g ao C-406 KEY NOTES 4ri KEY NOTE DESCRIPTION I SURFACE REPAIR KEY NOTES J-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION (� ; I R4 PAVED DRIVEWAY APPROACH ZQ � o I R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) C6 0 q n E R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) W W 3 O Ncom R7 VALVE BOX, ADJUST TO GRADE Z O)Co 00 3 7 p �a R8 CONCRETE SIDEWALK, THICKNESS 5" Z m(�— `m �1 R9 STANDARD 6-INCH VERTICAL CURB & GUTiER W Uj v�i a MISCELLANEOUS KEY NOTES m Lo O Lo R4 36 SY PI: 2014+17.3 N coM7 REMOVE AND RESET ITEM o I M2 REMOVE AND REPLACE ITEM LFO - 1'A: 2014+00.43, 22.04' L 13 7' U M3 REMOVE ITEM wUU R w _ _ M4 RETAIN AND PROTECT o4 loNexsF,�,7?f. 4� A DO I -F --Eo--_- R10 Fo ----FO+- M5 REFERENCE AND RESET LAND MONUMENT U) -L-s,w_ M6 POWER/LIGHT POLE SUPPORT N117654�0 N I . �9r lF OF M I 2014+00 THEN C S�Q N SS SS — — SS N. RIGGS END CONSTRUCTION NOTES: _- -- --- STA: 2014+09.93 0 w LU N: 718067.378 ' 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. a w _ p TOE TOE -E: 2433561.500 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE N o R/ w R/W w TOIEP WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. z L) R70- r \ CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES a w° Q 13 1' v • BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF o w m a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS R4 41 SY FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. °-��m w STA: 2013+46.19, 34.23' R 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3;g ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL g ", 3 m o w� g 3gM:520 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF $ T F u� > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. y 9 LL o z- 1. a 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, .1 o o x w PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON -°i o R THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a w o 0 CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z HORZ 0 20 40 CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT L>rc?3 THE PROJECT. w m 3 z 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL = z y VERT 0 5 10 NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND SCALE IN FEET PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o N<N i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE 227 SY R1 DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 2550 2550 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO o 2545 0 2545 DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir x n n PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLI TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY LU n N THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE LLI J $ N INFORMATION. U)O O 2540 M 2540 Y = tr F o Z D_ +N �— °� EXISTING GROUND 4 AT OF ROAD N Z J 2535 a w 2535 Q O_ H 0 � 0 1.10% --- - 'r -`��--- - O w LLJ o m 2530 2530 Lu Q FINISH GRADE AT OF ROAD U U 3 2525 2525 LEGEND o FULL WIDTH SURFACE RESTORATION ITEM NO.307.4.1.H.1 2520 2520 2013+25 2013+50 2014+00 2014+50 2014+84 PAVED DRIVEWAY APPROACH E z Q ITEM N0.810.4.1.A.5 cn_ FILE: 10-79-092_C-407X m¢ M p M M JUB PROD.#:10-19-082 TYPE "SURFACE(GRAVEL APPROACH) z N N N N N N DRAWN BY:ARB mITEM N0.307.4.1.A.9 DESIGN BY: BRW _o O w Y, w C7 w LL w LL CHECKED BY:JPE O ONE INCH <m � I j AT FULL SSCAIZE,ACCORDINGLY NOT ONE LAST UPDATED:11/12/2025 o SHEET NUMBER: �g ao C-407 STA: 600+01.90, 46179' L �I I r STA: soo+27.a2, 7,.s8' L M3 SIDEWALK KEY NOTES -R/W R/ NUB w_ 11I MATCH TO EXISTING KEY NOTE DESCRIPTION STA: 600+96.53, 68.73' L UP OF CURB AND GUTTER R/ R/W R w SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. +C-r+--C- --C-----C- R/W R/w R/W R/W • I C C ---C----- - R/W R/W R/W R/W R/W R7 FULL WIDTH SURFACE RESTORATION ` o, • r � R8 >. R4 PAVED DRIVEWAY APPROACH CURB & GUTTER M3 I•o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) 0 C> co USTICK STA: 600+63.43 =MCDERMOTT STA: 527+06.01 STA: 602+69.87, 36.30' L O r O 10o Rg R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LU 3 N^ M M5 R7 VALVE BOX, ADJUST TO GRADE Z N a)CCOO 00 N?� 10 R8 CONCRETE SIDEWALK, THICKNESS 5" — -----UT o I i� R9 Z oD(4 5,8"PIN rn STANDARD 6-INCH VERTICAL CURB & GUTTER LU Uj _0coNrROL Pr cov� o �j MISCELLANEOUS KEY NOTES O 0 UT v1 L0 Co Bt CHIP OHP o P CHIP CHIP CHP oHP oHP oHP 69. alP 0" 0" 0" 0HP LU M1 REMOVE AND RESET ITEM = N J- W w STA: 602+69.96, 0.53' L '� —12"W —————ip" ---- Z'W --12"W -----12"W -----12"W -----12"W --- —12"W -----1Tw -----12"W —I—�— 11-W -----12"W --- +-12"W -----12"W -----12"W -----12"W -----12"W — _ 3 I Mo M2 REMOVE AND REPLACE ITEM PI: 600+63.43 g R7 (3) WATER `O I LU M3 REMOVE ITEM 600+00 �601+00 602+00 USTICK RD v 603+00 a 604+00 M4 RETAIN AND PROTECT o4 \oNeNSF,�,7?f. S89'41'44"E o S89'20'15"E S89'20'57"E + a� A Ss SS SS SS SS SS SS SS—� M5 REFERENCE AND RESET LAND MONUMENT 17654 101 I M5 I Q M6 POWER/LIGHT POLE SUPPORT N,, +o o n OF �grTH LU O— —UT—————UT—————UT --- —UT— --..-—————Ir ———UT—————CT—————Ur zC.--�— - - LU I j a NOTES: SEE NOTE 10 1. ALL MANHOLE DEFLECTIONS ARE 189 UNLESS OTHERWISE NOTED. 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE 0 STA: 600+02.29, 41.38' R SEE NOTE 10 WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. I¢z o MATCH TO EXISTING CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES R i O w° a LIP OF CURB AND GUTTER BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 0,w m < BEGIN CONSTR_ TION 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF z k y m -R/W 3fiRf-600+U2. UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY o y 3 a RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z rc N: 243349 .41 I R w R/W R/W R/W R/W R/W R/W R/W R/W R/w _o R/W / FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. i E: 2433499.412 R/W r 3 a m w � 3. DEPTHS UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 y ONLY) AREE NOT KNOWN AND ARE SHOWN FOR GENERAL w z HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o?w > z \ TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. .9 LL o­z- a 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o l r k •+ PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON o�3 R, VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a a.3:. 0 SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY ...0-0- CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT 3 THE PROJECT. w w 3 a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL = z y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND a PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'a N« i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN 3743 SY R1 BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 2550 2550 PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. 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LJJ 0 2535 a w itQ w it a w 2535 LU p 0.11% 0.19% 1 0.12% 1 A, 0.15% p U 12" PVC C9oo, DR 25 UT 2530 2530 LEGEND w EXISTING GROUND FULL WIDTH SURFACE RESTORATION p AT � OF ROAD ITEM NO.307.4.1.H.1 2525 2525 600+00 600+50 601+00 601+50 602+00 602+50 603+00 603+50 604+00 604+50 PAVED DRII APPROACH E z ITEM NO.810A.1.A.5 w M M of µ W ul MM�1 O O M L. m U N N N N M M < O I(1 1O <o f0 h P FILE: 10-19-082 C408X TYPE m¢ ri IM r7 r7 '1 '1 M IM M M M " RESTORATION JUB PRCJ.#:10-19-082 z N N N N N N DRAWN BY:ARB N N N N N N N N N N N N N N N N c'l (GRAVEL APPROACH) m ID 0 ITEM N0.307.4.1.A.9 DESIGN BY: BRW 0 0 w 2w 1� w 2 w 2 w w w 1i w li w li w wo CHECKED BY JPE <m ONE INCH j AT FULL SSCAIZE,ACCORDINGLY NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: �8 ao C-408 KEY NOTES NUB KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. 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ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. o � 605+24.35, 12.01' R STA: 605+41.15. 23.00' R I 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i w N 0 WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. mz.+ STA: 605+24.33, 35.39' R CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES i$w° a BEFORE COMMENCING WORK. CALL DIG—LINE, 811, A MINIMUM OF 0 w m 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF R/W UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a y 3 'o RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS 'o u rc ' R/W FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. i S,;a'm a 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 y 9%z ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL g 3°m w m g HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o 5 w F o� > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. w LL o w 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS—OF—WAYS, o r F PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON In rc VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a rc w 1'o wo SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z �� CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ;�> .0 THE PROJECT. T,w m 3 2 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =WE z W.y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y rc J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND T a PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE 1564 SY R1 DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR 2550 2550 AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 2545 2545 PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES Lu TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ n rn THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE Lu J INFORMATION. (n Q IL 2540 M n + ^N ro N 2540 Y Q + F NN O.. D dW z 06 �•• `•°� EXISTING GROUND �� �— > a w AT OF ROAD w Z Q 4 2535 0.15� o w 0.459 0.349 o.s7� 2535 Q d 0.25% FINISH GRADE ~ � 0 AT � OF ROAD O a m' 2530 t6" PSG ceoo UR z5 2530 Q Lu p U U 3 2525 2525 LEGEND o FULL WIDTH SURFACE RESTORATION ITEM N 30URF 0 2520 2520 604+50 605+00 605+50 606+00 606+50 607+00 607+50 608+00 608+50 609+00 PAVED DRIVEWAY APPROACH E z MM 00 NN �h ro roO v>N - ITEM NO.810.4.1.A.5 W r rl W N O�(b 0 0 fO h P O of N N m U Nj M1 i+j pj Yj 1� y y y y y Y uj II�� FILE: 10-19-082 C408X m F M M M M M M M M M M M M M M - N O N i0 IAA �n 111111���AAA �n 111111���AAA �n 111111���AAA �n 111��� N u7 �n u7 in 11IIYffff11111 TYPE'C'SURFACE RESTORATION JUB PROJ.k:10-19-082 w N N N N N N N N N N N N N N N N N N j/� (GRAVEL APPROACH) DRAWN BY:ARB 0 wo 0 wo 0 wo 0 0 o wo CwJ(7 C'l C7 00 / ITEM NO.307.4.1.A.9 DESIGN BY: BRW w w� wM. wM. wM. wM. w� _o O CHECKED BY:JPE <m ONE INCH j AT FULL SSCAIZE,ACCORDINGLY NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: �8 ao C-409 KEY NOTES NUB KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION 0 R4 PAVED DRIVEWAY APPROACH Z > Q � o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) 0 C) co R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LLI O O m 0 R7 VALVE BOX, ADJUST TO GRADE Z U OMD 00 C3 a> >p a 3 R8 CONCRETE SIDEWALK, THICKNESS 5" Z m STA: 611+05.58. 18.00' L n O R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU Uj 0 L I+I a F ---- -Y MISCELLANEOUS KEY NOTES LLCM m 0 N STA: 611+05.58, 12.00 L LULR/W R/W R/W R/W R/W R/W R/W }La-- --RYW----�/1#---- RyW--- WyW�--- �yW-- rr/�v r ;{w F M1 REMOVE AND RESET ITEM = OHP OHP OHP OHP OHP CHIP CHIP CHIP OHP OHP OHP OHP CHIP OHP OH w W D---- -- ---- _--- -- -- ---- -- - - ILU M2 REMOVE AND REPLACE ITEM w ----12W -----12^W -----12^µ� -----12'W -----12W -----12W -----12'W M-----M —M-----M-----M---- M-----M----I M--- f7 rn I w M3 REMOVE ITEM ELI TONAL f + U) M4 RETAIN AND PROTECT `� / k00 810+00 611+00 - _ USTICK_RD 612+00 6�3+00 I N O 4�oE �\cexsEo YfA c�0 SBW20 57 — — - M M5 REFERENCE AND RESET LAND MONUMENTPsS 17654 POWER/LIGHT POLE SUPPORT ----- OF C. LU TOE TOE O TOE TOE TOE TOE TOE TOE F J 0 RAw Hy�y g/ T^62 R/W R/W--------R TV, R/W R/W R/W R/W R/W R/W R/W R/W = STA: 611+06.07, 12.08' R --- NOTES:STA: 611+06.07, 19.94' R z w 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. a w o 3 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i w w m WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. ¢i CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES a w$w° a BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 0 w m a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF "-m UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a m'o RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS z 0�w FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. 3 F;R m a m 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 y 9„z� z ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 3 5°w�2 o N HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF 10m F o > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. w o w_ I. a 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, 0. r F PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON In rc VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a rc w 1'o wo SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z �� CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ;�> .0 THE PROJECT. T,w m 3 2 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =WE z W.y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y rc J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND T a PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE R1 DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 1474 SY 0 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 2555 2555 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 0 2550 2550 PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES Lu TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE Lu J INFORMATION. p LL 2545 2545 Y Q Cc F Z p o N �M a� m� s �� m� rovi ron 06 rr Z 01 u1 NM M ISM Z Q i O N + ++ N ~ J 2540 a+N 0,N O N N N 2540 Q 0 EXISTING GROUND >'p o w a w a } Q w 0.67� 0.419 0.30% 0.06% 0.17y, -- 0.1 s%--- W p 2535 2535 Lu ¢p FINISH GRADE UT AT (E OF ROAD U U 2530 2530 LEGEND o FULL WIDTH SURFACE RESTORATION ITEM N 30URF 2525 2525 609+00 609+50 610+00 610+50 61 1+00 61 1+50 612+00 612+50 613+00 613+25 PAVED DRIVEWAY APPROACH E z ITEM NO.810.4.1.15 w �m m0 uI IA MM .f0 m00 a< NN 00 �< m U N N tD h n r n r n OC UD rn W O O O O FILE: 10-19-082 C408X m¢ N IA N IA N Iff N Iff N IA N IA N If) N If) D fG c0 fG JUB PROJ.k:10-1 9-082 TYPE"C"SURFACE RESTORATION DRAWN BY:ARB N N (GRAVEL APPROACH) 04 DESIGN BY: BRW w w w w w w w w w w0O CHECKED BY:JPE <m ONE INCH j AT FULL SIZE,IF NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: �8 ao C-410 w KEY NOTES NUB KEY NOTEI DESCRIPTION I I I g o SURFACE REPAIR KEY NOTES J-U-B ENGINEERS,INC. o ` R7 FULL WIDTH SURFACE RESTORATION (� Z w o R4 PAVED DRIVEWAY APPROACH Q 0 o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) � 0 9 n __ E w X --X---- X_-__- -_-_ - R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LU 3 N O^ M 0 VALVE BOX, ADJUST TO GRADE Z U CO °D� 0 R8 CONCRETE SIDEWALK, THICKNESS 5" o I I � Z m(n II I1 STA: 615+41.23, 18.00' L a R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU � a F \ ° STA: 615+41.23, 12.00' L I MISCELLANEOUS KEY NOTES Lo m W I R/W R/w R/W R/W R/W R/W w R/W R/W R/W R/W R/W R/W R/W U M7 REMOVE AND RESET ITEM N W p pHP � -IP OHP ———_ OHP OHP OHP OHP HP OHP _ OHP OHP 8 OHP OHP W _ —— —O —— ————— ——— —— —— —————O——— W M2 REMOVE AND REPLACE ITEM k—M___ —M_—_— M———— —— M_—— _M_———_M—__—— W M—__— M—————M———_— --- ----12^1y----_12^w _---1n CO I LU M3 REMOVE ITEM vi PI: 613+95.13 \ONAL E N 614+00 615+00 M4 RETAIN AND PROTECT / + USTICK RD 617+00 d O �oE \r.ENsFo M r SS S SS S69'13'2g SS SS SS n M5 REFERENCE AND RESET LAND MONUMENT 4 A MS 102 G M6 POWER/LIGHT POLE SUPPORT N117654�0 CO I -- Imp -9-9 OF Z 19� I W TTy C 5\Q J �1-17.6' T�01 d01 d01 TOE TOE �5/8"PIN TOE TOE TOE Z UR/W R/W \ R/W R W J R--__—I R--_—_I �plI 30 2 NOTES: STA: 615+41.53, 12.00' R z w 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. o w STA: A15+41.53, 20.11' R I 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i w Z.u I? o ¢i" m WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES a w°w° a 17 BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF o w m < 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a m m°a oy3� I I RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. o� 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 m -wzo ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 3 o 3 o m.0 gym: >'5 HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF $ i F�� z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. y 20 LL o z- 1. a 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o r k PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON rc°�;rc VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z �� CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT rc?3 THE PROJECT. y w y a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL = z y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y J Z a 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND .a PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'a M.<�°, i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 1473 SY I= 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 2555 2555 9• ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 2550 2550 PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Cc PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLI TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY LU THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE LLI J INFORMATION. p LL 2 0 2545 0 2545 Y Q 0-1 a F �N ON N� NM :Q 06 w N� y i0N OM n+ INN rr Z u +� N EXISTING GROUND N GPI � Z J AT rL OF ROAD G" 2540 M N �a w 2540 H Q O_ �� aw maw H 0 � 0 W 0.45% O Q 0.58% w _ 0.15% 0.40% 0.37% 2i w Q 2535 PI: 613+95.13 FINISH GRADE 2535 Q p N 12" PVC AT OF ROAD C9001, DR 25 pR 25 0 12 PVC C900,U 2530 2530 LEGEND o FULL SURFACE WIDTH SURE RE5FORATION ITEM N FAC1 ° 2525 2525 613+25 613+50 614+00 614+50 615+00 615+50 616+00 616+50 617+00 617+50 PAVED DRIVEWAY APPROACH E z m pp ITEM NO.810.4.1.A.5 ppp M M N N r n rn Ol N N IA r n FILE: 10-19-082 C-408X Nh a< O 0 IA mQ to m �m �m �co <ow �!o coo �P hri hri = Ih N N JUB PROD.#:10-1 9-082 2 2 p 2 M 2 f N TYPE"C"SURFACE RESTORATION z cl N U) DRAWN BY:ARB N N N N N N N N N N N (GRAVEL APPROACH) m w Icy w w w w w w w w w ITEM N0.307.4.1.A.9 DESIGN BY: BRW o O JPE CHECKED BV: ONE INCH <m I j AT FULL SIZE,IF NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: �8 ao C-411 KEY NOTES NUB KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION 0 R4 PAVED DRIVEWAY APPROACH Z Q o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) 0 � co \ R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) Lll 3 O 0 R7 VALVE BOX, ADJUST TO GRADE Z_ U C)Co 00 C3 7 p a 164 R8 m `�CONCRETE SIDEWALK, THICKNESS 5" Z m 0— R9 STANDARD 6-INCH VERTICAL CURB & GUTTER Lll Uj d 0 UR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W LR m C] .O dI CHP OHP OHP OHP OHP CHP OHP OHP OHP CHP OHP OHP OHP OHP MISCELLANEOUS KEY NOTES L0 mw W -----12"W -----12"W ----- 2'W -----12"W -----12"W -----12"W -----12"W -----12"W -----12"W -----12"W --L--12"W -----12"W -----12"W ---- 12"W --- M1 REMOVE AND RESET ITEMN w GypLUREMOVE AND REPLACE ITEM LU 618+00 619+00 USTICK RD 620+00 621+00 LU M3 REMOVE ITEM o S89'13'20"E I S89'20'38"E J) M4 RETAIN AND PROTECT `�ey'\OIL + SSLU SS SS SS SS SS SS SS SS �� ri �04 \cexsFo Yf^ Gyp + M5 REFERENCE AND RESET LAND MONUMENT 4 A Imp Rp Imp -- --- - 17654 F I 0 ��'�'oi'w__ POWER/LIGHT POLE SUPPORTfn 9 �1 — X-----X-----X ----X_ yF OFZR/W�y W R/W R/W R/W R/W R R/W�S R/W R/W R/W R/W�"�fn rTHfIY C.S\Q -/ 16.3 15.1'� 20-- //CON�{RO PT i 5.Q' �i= Q R4 27 SY R4 24 SY R4 22 SY NOTES: STA: 618+33.93, 22.00' R STA: 619+60.75, 22.00' R STA: 620+21.76, 22.00' R 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. ? a 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i w N m l o REMOVE AND REPLACE RIBBON REMOVE AND REPLACE RIBBON I WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. mz. CURB ON EACH RADII SIDE CURB ON EACH RADII SIDE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES a i°w° a (INCIDENTAL TO PAVED (INCIDENTAL TO PAVED BEFORE COMMENCING WORK. CALL DIG—LINE, 811, A MINIMUM OF o w m DRIVEWAY APPROACH) DRIVEWAY APPROACH) 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY m a m°a oy3� RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS �i FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. i F;o m a 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3:t; ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 3°m w m g HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o 5 w F o > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. m LL o w 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o r F PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a rc w 1'0 0 SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z 1.. CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT �>rc?3 THE PROJECT. T w m 2 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =WE z W.y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y rc J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND T a PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED 1133 SY R1 OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 2555 2555 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE o PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Cc PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLI TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE 3: -1 2550 2550 Lu INFORMATION. p LL Y Q a F Z p tO10 ONi NOD : 06 s 2545 m aa^6 2545 Z a N N M F- Z Q 4 OM N O N +N Q J +N EXISTING GROUND t .. AT OF ROAD `o 5 p o .Ti aw aw O Q w J W 2540 o.4s% 0.37% —0.13% 0.27% 2540 Q FINISH GRADE 16„ PVC C900, OR 25 N Lu O U 2535 AT rL OF ROAD 2535 U LEGEND FULL WITH SURF 0 2530 2530 ITEM NOD 307.4.1.ACE RESTORATION 0 E z ITEM NO.DRIVEWAY APPROACH ROACH m U 2525 2525 FILE: 10-19-082_C-408X m _< 617+50 618+00 618+50 619+00 619+50 620+00 620+50 621+00 621+50 621+75 TYPE"C"SURFACE RESTORATION JUS PROJ.k:10-19-082 (GRAVEL APPROACH) DRAWN BY:ARB n.0ro up rn pi n n tp a a N N O 1f1 rn Ol < / ITEM NO.307.4.1.A.9 DESIGN BY: BRW 17 N Illn n m Ol OJ C r 11 OJ CR o O h ri r ri of mm N mm N mm N N N tti mm CHECKED BY JPE M M M M M r7 M r7 r7 r7 r7 M M ONE INCH <m ,f1 h N h N h N N N h N h O1 h V7 h uJ h U1 N N ONE N ONE N ONE N ONE N ONE N N AT(FULL SIZE,IF NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: �8 ao C-412 KEY NOTES NUB \ KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES J-U-B ENGINEERS,INC. A \ R7 FULL WIDTH SURFACE RESTORATION 0 � R4 PAVED DRIVEWAY APPROACH ZQ O o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) 0 9 \ q R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LLI Lu 3 O CD m 0 c'jR7 VALVE BOX, ADJUST TO GRADE Z_ U a)CD 00� C3 Q) 7p N; \ STA: 623+61.68, 23.55' L R8 CONCRETE SIDEWALK, THICKNESS 5" Z )(7)- c N R4 35 O R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU 0 v l I co rn o U 21 q MISCELLANEOUS KEY NOTES 0 O _~ R/W R/W R/W R/W R/W \ R W R/W R/ R/W R/W R/W R/W R/W R/W R U m W M1 REMOVE AND RESET ITEM N W OHP OHP OHP OHP OHP (�HP CHIP ° 5 IN pHP OHP OHP CHIP OHP OHP OHP H- u) 12"W -----12"W -----12"W -----12"W -----12"W ---- 12"W --\�-- W -12"W -----12"W -----12"W -----12"W -----12"W -----12"W -----12"W -----12"W-----12{= M2 REMOVE AND REPLACE ITEM w - w M3 REMOVE ITEM O 622+00 623+00 624+00 625+00 628 + USTICK RD o M4 RETAIN AND PROTECT �04 \CENSE74n� c:1 S89'20'38"E ++ M5 REFERENCE AND RESET LAND MONUMENT 4 A ss ss ss ss ss ss ss ss��N 17654 ¢ M6 POWER/LIGHT POLE SUPPORT -- ----- ----- _ UU - ------- --- z I p1 M TOE Q' _ _,Q M Q ---- W 9rTyfW C`$�Qev U I M R/ -1h R/ / l /W R R/W R/W R/W R/W R/W R/W R J Q 12.2' 16.8' ° _ —IR NOTES: �I — — — — — R4 23 SY R4 24 SY 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. o a STA: 623+31.41, 2 .00' R R4 34 SY \ 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i.N m l o STA 624+56.69, 22.70' R I WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. .¢z. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES m f°a° a TdWUwF BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 0 w m 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF "-°k 'w m STA: 622+17.25, 22.50' R \\ / UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a y 3 °a RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 u u z \ ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 3 3°m w m - HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o 5 w�o: > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. m o z ri a 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, =o r F PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON In rc VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a o w o wo SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT �w 5. THE PROJECT. w m a 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =W.z y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y rc J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND w a PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE 'o w a 0. i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 1134 SY Ri 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 2550 2550 9• ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. Q,(1 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO o N ro ^.IR DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 2545 O N o eon PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir c°n n n +v1 2545 PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LL x +N +n EXISTING GROUND aN N N n N N TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY W $ N„ .. AT OF ROAD cP THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE ui J qa a W a w INFORMATION. U)Q O 2540 0 0.43 a 0.247 2540 Z QQ F 0.27% .10% 0_ — 06 `-' FINISH GRADE Z 4 AT rL OF ROAD F- Q Q 0 2535 2535 Q w w o wL Q 2530 2530 O C 51 DRPA4 PILOT U 2525 2525 LEGEND o FULL WIDTH SURFACE RESTORATION ITEM NO.307.4.1.H.1 0 s 2520 2520 621+75 622+00 622+50 623+00 623+50 624+00 624+50 625+00 625+50 626+00 PAVED DRIVEWAY APPROACH E z ITEM NO.810.4.1.A.5 m U O O tD O pp N N O O N N a FILE: 10-19-082 C-408X W O OI O M M N 1(1 I�n OJ Q7 W - m o) o) m m m rn m rn rn rn JUBWN BY:ARB N N N N N N N N N N (GRAVEL APPROACH) t:10-19-082 r M N1 Nl M N1 M1 M N1 M M TYPE"C"SURFACE RESTORATION DRAWN BY: z u>A N N N N N N N N N N N / / ITEM NO.307.4.1.A.9 DESIGN BY: BRW o O C) LL O O U LL U O U LL U LL CHECKED BY:JPE W W W W- W IL W W IL W IL W LJ IL ONE INCH <m j AT FULL SIZE,IF NOT ONE SCA LAST UPDATED:10/31/2025 c z SHEET NUMBER: H ao C-413 KEY NOTES NUB I KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES J-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION 0 R4 Z PAVED DRIVEWAY APPROACH Q m o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) 0 q n R6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LLI 3 Oc'j O^ 1-0 m 0 R7 VALVE BOX, ADJUST TO GRADE Z U 1y Do 00 C3 m 7 p w 3 R8 CONCRETE SIDEWALK, THICKNESS 5" Z m f-PI: 629+16.60 R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU uj 0 U R/W R/W /W W __ RRLW-ART- V/ IR&--�.�_laa_--�/W IRR_-- R/W R R/W R W R/W R/W RI m a F OHP OHP HP CHI orlP oHP oHP oHP OHP RHP OHP oHP ? MISCELLANEOUS KEY NOTES Lo m W_ �- 1- ( - 1 w M1 REMOVE AND RESET ITEM N W --- -iz.w -- -12"W' -----1 ..W ---- 12"W -- -12'W ----12'W ----- W -- -14'yy -----12"w-- --12'W - ---12"W -----ip' -----12.W-----12"W' -----1 H X: IMP _ M2 REMOVE AND REPLACE ITEM LU U)k00 827+ o A USTICK RD 628+00 629+00 63 w M3 REMOVE ITEM LU TONAL f o I S89'20'38"E S89'19'50"E M4 RETAIN AND PROTECT tENs �Y SS SS SS SS SS SS SI �� ep f MS 103 - M5 17654 REFERENCE AND RESET LAND MONUMENT 4 A r EP EP EP EP EP EP EP EP EP EP EP [P��M Q _c0 M6 POWER/LIGHT POLE SUPPORT �� �o N22—�/� /a"PIN Q •'L�rF OF Z�J R/W R/W PT R/W R/W I R/W R/W R/W R/W- F'i';! R/W R/W RAN' - W 9rTyfIY C.S\Qe JI Z a NOTES: � 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. ? ¢ - I 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i Z.m l o WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. ¢z CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES a i°w° a BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 1011 Z. ¢ 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF m k 'w m UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY m¢ m 0 oy3� RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. i F;a m a 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3 y u,z ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL g 3°m w m 0 HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o 5 w F o: > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. m 2 LL o z- 1. a 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o 0 F PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON In rc VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ;�>rc?3 THE PROJECT. T w m 2 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL = z y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y rc J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND ¢ PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 1068 SY R1 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR 2555 2555 AREAS TO PREEXISTING GRADES/SLOPES. 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO 2550 2550 DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LLI .0m �,00,1 ro TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ d an d 00 THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE J ma O, +n INFORMATION. W O LL 2545 N EXISTING GROUND N N 2545 = O •• AT OF ROAD mZI Y Q a F ->� aw aw Z W. a w :— 06 N 0.18% 0.33% 0.27% Z 4 2540 o.2a% 2540 F Q Q d z FINISH GRADE Q 0 C C900, DR 25 AT OF ROAD N rn O Q w 16 PV m W 1. 2535 a 2535 c� Q W O U 2530 2530 LEGEND o FULL WIDTH SURFACE RESTORATION 0 2525 2525 ITEM N0.307.4.1.H.1 s 626+00 626+50 627+00 627+50 628+00 628+50 629+00 629+50 630+00 E z `�Y n P• °'a 00 n P• N N °'a1 "�M �°10 ITEPAVM .NO R8810W.4Y1.A.5 APPROACH o�pI o O N 0! r7 c0 0] of 01 FILE: 10-19-082_C408X JUSPROJ.m z N N N N N N( N N( N N N N N N N N N �I/ j (TYPE GRAVEL"APPROACH)RESTORATION DRAWN BY:.ARB9082 F w la w li w li w li w 1� w IOi w li w li w li ITEM NO.307.4.1.A.9 DESIGN BY: BRW _o O CHECKED BY:JPE <m ONE INCH j N FULLSSCAIZE,CCORDINGLY IF NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: �8 ao C-414 KEY NOTES NUB KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION 0 R4 Z a)PAVED DRIVEWAY APPROACH Q O o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) 0 � coR6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LLI O O m 0 Lu R7 VALVE BOX, ADJUST TO GRADE Z U a)Do 00 C3 Q) >p w 3 R8 CONCRETE SIDEWALK, THICKNESS 5" )Z (o vl I o v I 23 R9� I STANDARD 6-INCH VERTICAL CURB & GUTTER L1J (� a O MISCELLANEOUS KEY NOTES CO o O I-YW R/W R/W R/W R/W 5/R"PIN R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W q N co LU qHP OHP OHP OHP CHIPCONT�L PT OHPI OHP OHP OHP OHP OHP OHP OHP OHP OHP U M1 REMOVE AND RESET ITEM w I - LU M2 REMOVE AND REPLACE ITEM (n 'W -----12"W -----12"W -----12"W -----12"W --- —12"W -- —12"W 12"W 12"W -----12"W -----12"W -----12"W -----12"W -----12"W -----12"W -----1 LU cl) M3 REMOVE ITEM �I w ULI 0 00 631+00 USTICK RD 632+00 633+00 6 M4 RETAIN AND PROTECT o4� \\��ERSE /yf, o S89'19'50"E A o SS SS SS SS SS SS SS o M5 REFERENCE AND RESET LAND MONUMENT 4� 17654 A r�i M6 POWER/LIGHT POLE SUPPORTcl) O Z - W - - - - - - - OE TOE I U) rTeEw C.S\QQ 2 W R/W - F:"i. R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Z NOTES: \ Q 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. o ? a 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i N m o WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. o m z. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES a i w° a BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF 0,w m a 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY m a m 0 oy3� RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. i F;a m a 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3:t; ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL 93°m'�m g HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o 5 w F o� > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. m LL o Z-. 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o r PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON o In;rc VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a rc w 1'o 0 SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z �� CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT > ?3 THE PROJECT. T,w m 3 2 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =WE z W.y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. y rc J 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND T a PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE i APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 1069 SY R1 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 2555 2555 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE o PROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN Ir PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LL1 2550 2550 TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ o^ THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE Lu J n N I.cD o ao INFORMATION. (n O LL nN oa N a N1 u co v� = DC N� Q MN Z D_ 2545 10 10 O� 2545 : 06 Qaw aw z Q w z 0.38% 0.21% 7467 0.37% ~ Q } 0.27% 0 2540 FINISH GRADE DR 25 2540 O EE Q w AT OF ROAD 12" PVC C900, OUND LLJ Q ROAD Q Lu O 2535 2535 U U LEGEND 0 2530 2530 o FULL WIDTH SURFACE RESTORATION ITEM NO.307.4.1.H.1 0 E= PAV2525 2525 ITEM NO.8810W.4Y1.A.5 ROACH 630+00 630+50 631+00 631+50 632+00 632+50 633+00 633+50 634+00 FILE: 10-19-082_C408X mF JUS co t0 N N 1� TYPE'C'SURFACE RESTORATION h P h 17 rn 01 7 MM a< N un r n rnO! �/ . - - O /� (GRAVEL APPROACH) DRAWN BY:ARB m Y a a a s +µ 7 a s a ITEM NO.307.4.1.A.9 DESIGN BY: BRW In 'O h 'O h 'O h N U) 'O In 'O h CHECKED BY:JPE - N(N4 N(N� N N N N N N C4 N N N lV ONE INCH AT FULL SIZE,IF NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: H ao C-415 KEY NOTES NUB KEY NOTEI DESCRIPTION SURFACE REPAIR KEY NOTES 1-U-B ENGINEERS,INC. R7 FULL WIDTH SURFACE RESTORATION 0 R4 Z a)PAVED DRIVEWAY APPROACH Q O o R5 MISCELLANEOUS SURFACE RESTORATION (DIRT ROAD) 0 � coR6 TYPE "C" SURFACE RESTORATION (GRAVEL APPROACH) LLI O O m 0 R7 VALVE BOX, ADJUST TO GRADE Z U a)DO 00 C3 Q) >p w 3 R8 CONCRETE SIDEWALK, THICKNESS 5" Z )(f)- °6 c R9 STANDARD 6-INCH VERTICAL CURB & GUTTER LU 07 6 a CO U MISCELLANEOUS KEY NOTES LOCH co w R/w R/w R/w M1 REMOVE AND RESET ITEM N coW_ OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP"' 8 ® OHP OHP W "W -----12"'w -----12"w -----12"W' -----12"py -----12''W -----12"W 1 .� M2 REMOVE AND REPLACE ITEM W ---- —EP EP 1n M3 REMOVE ITEM 0 00 835+� USTICK RD 838+00 837+00 I 637+25 M4 RETAIN AND PROTECT oE`� o�ERsE /yf, M5 REFERENCE AND RESET LAND MONUMENT M6 17654 POWER/LIGHT POLE SUPPORTor N1 �0 -------- -- _ r o a Z -------- - END CONSTRUCTION "LgrTyfWC`S�Qe.. zi I Cr ��,, STA: 637+11.00 x R/w R/w 60 R W -- - N: 717918.433 X 167 F I TOE TOE -- E: 2437208.040 Q TOE 24 ——EP � -------___}-- -- NOTES: STA: 634+53.59, 12.00' R - ¢ o _ w 3 1. ALL MANHOLE DEFLECTIONS ARE 180' UNLESS OTHERWISE NOTED. a 2. LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE i w w m m _ zQ STA: 637+11.00, 33.66' R WAY ONLY, BASED ON INFORMATION PROVIDED BY THE UTILITIES. ¢z P/L P/L X l 00 166 I- OT CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES R w°w° a STA: 636+32.46, 34.58' R BEFORE COMMENCING WORK. CALL DIG-LINE, 811, A MINIMUM OF o I w m w ¢ x ----x— = O 48 HOURS PRIOR TO EXCAVATION TO REQUEST LOCATIONS OF "-mk y m U UNDERGROUND UTILITIES. CONTRACTOR AGREES TO BE FULLY a y 3.oa RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS 5 6 o�x z 168 FAILURE TO EXACTLY LOCATE AND PRESERVE UTILITIES. i F;a m¢ 3. DEPTHS OF UTILITIES SHOWN IN THE PROFILE (FOR GRAVITY SEWER 3y9„z ONLY) ARE NOT KNOWN AND ARE SHOWN FOR GENERAL g 3°m w m o HORZ 0 20 40 INFORMATION PURPOSES ONLY. FIELD LOCATE UTILITIES AHEAD OF o 5 w F o� > z TRENCHING OPERATIONS AS SPECIFIED IN THE GENERAL NOTES. m LL o z-. _ ri o 4. ALL WORK SHALL BE CONFINED TO THE RIGHTS-OF-WAYS, o r PERMANENT EASEMENTS, AND TEMPORARY EASEMENTS SHOWN ON In rc VERT 0 5 10 THE PLANS. CONTRACTOR IS RESPONSIBLE FOR SECURING ANY a SCALE IN FEET CONSTRUCTION STAGING AREAS AND OTHER TEMPORARY z CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT ;�>rc?3 THE PROJECT. w w m a z 5. RETAIN AND PROTECT ALL EXISTING FEATURES. REFER TO GENERAL =rc y NOTES, SPECIFICATIONS, AND SPECIAL PROVISIONS. A rc J 2 6. ALL ROADSIDE BORROW DITCHES SHALL INCLUDE TEMPORARY AND ¢ PERMANENT EROSION CONTROL MEASURES AS NECESSARY PER THE ]lz5 APPROVED SWPPP. STORM WATER MANAGEMENT, INCLUDING THE SWPPP, IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS MATERIAL EXCAVATED AND NOT REUSED MUST BE DISPOSED OF OFFSITE AT APPROVED WASTE SITE. 8. GRADE ALL STAGING AREAS AND NATURAL GROUND SURFACE REPAIR AREAS TO PREEXISTING GRADES/SLOPES. 1247 SY R1 9. ALL CULVERT REPLACEMENTS UNLESS SPECIFICALLY NOTED OTHERWISE SHALL BE SOLID WALL PVC PIPE, AWWA C-900/C-905 2555 2555 DR-25. MAINTAIN 3' MINIMUM VERTICAL SEPARATION BETWEEN BOTTOM OF IRRIGATION CROSSING AND TOP OF CASING. 10.EXISTING CENTERLINE PROFILE SHALL BE SURVEYED PRIOR TO DEMOLITION OF USTICK ROAD. A COPY OF THIS SURVEY SHALL BE 0 orn IQPROVIDED TO THE ENGINEER. ITD AND SH-16 CONSTRUCTION IS IN o N Ir o PROGRESS AT THE TIME OF BIDDING OF THIS PROJECT. CHANGES LL x 2550 o M o o ^a 2550 TO THE ROADWAY PROFILE ON USTICK ROAD MAY BE REQUIRED BY UJ oo o O1 In Hi +, +N THE ENGINEER UPON RECEIPT OF EXISTING CENTERLINE LL J o c�i N a +N co N M INFORMATION. U^)=Q LL O w +� Lo �1 N t0 J F Q Z' 2545 P Z a w w D_ a w1. D.`'' 0.76% 2545 � �'� N 1.04% Z Q 0.82% 0.37% 0.59% F- Z Q 4 d EXISTING GROUND7 � Q FINISH GRADE AT OF ROAD Q o 2540 AT OF ROAD 2540 O w LL p Q 0 2535 2535 U U LEGEND o 2530 2530 o FULL WIDTH SURFACE RESTORATION ITEM NO.307.4.1.H.1 0 PAVED E z 2525 2525 TEM NO DRIVEWAY ROACH 1.A.5 634+00 634+50 635+00 635+50 636+00 636+50 637+00 637+25 FILE: 10-79-092_C408X mF JUB PROJ.k:10-19-082 - 0 0 rn O rn 0 v a o 0 N N o 0 TYPE'C'SURFACE RESTORATION DRAWN BY:ARB N N N N N N M^ M M) C' (GRAVEL I EM NO.307.4A1.A 9 DESIGN BY: BRW o O N h h CHECKED BY:JPE ONE INCH ¢ w w w w w w w AT FULL SIZE,IF NOT ONE LAST UPDATED:10/31/2025 c SHEET NUMBER: H ao C-416 2 FINISH GRADE 1 3 N- J-U-B ENGINEERS,INC. U I I ® z > v o M� / Z Ks a)co 00M= SUBGRADE OR N N o NATURAL GROUND //� C3 7 N � KEY NOTES z Co�n— /i i w a; 0 EXISTING SURFACE REMOVAL C0 0 O a VERTICAL WALLS �\/ NATURAL GROUND AND GRAVEL SURFACE REPAIR, SEE DETAILS THIS SHEET. = CoN ALLOWED w/ PROPER //�� O2 ASPHALT SURFACE REPAIR, SEE DETAILS ON SHEET C-503. 6 \ OSHA SHORING EXISTING SURFACING EXISTING BASE �SS10NAL ENCf TRENCH BACKSLOPE PER O.S.H.A. OR SUITABLE SHORING817 a w © TRENCH BACKFILL PER ISPWC SECTION 306 OR EXCAVATED ROCK AS m� o w ® APPROVED BY ACHD. ��9TE OF 1 0 x 7 Of z O7 VERTICAL TRENCH WALLS SHORING PER OSHA R.WP'� W z�zs" ® TYPE I PIPE BEDDING PER ISPWC SECTION 305 12' MIN O FOUNDATION STABILIZATION PER ISPWC 304 IF UNSTABLE FOUNDATION y SOILS ARE ENCOUNTERED a zX o o: wr- a N g ® UNDISTURBED SOIL (TYP.) a (n 6" MIN. FOR a W w r CE a ALL SEWERS Q UPPER COMPACTION ZONE o m 5 m ¢a m°i= ® z-3w LOWER COMPACTION ZONE i O 3oy0wQ Z 9 NOTES: LLO Q K 6E. N Z 1. TRENCH EXCAVATION PER ISPWC SECTION 301 m w,028t m ¢ a 2. PIPE BEDDING PER ISPWC SECTION 305 'w z z 3. APPLIES ALSO TO IRRIGATION PIPE REPLACEMENT m mw 5<o OUTSIDE DIA OF o m o Xz.0 w PIPE PLUS 2'-0" MIN. �r s ROCK OR SOIL o a TYPICAL TRENCH DETAIL =pww .wl SCALE:NOT TO SCALE md33 d z NATURAL GROUND AND GRAVEL SURFACE RESTORATION GENERAL NOTES: 1. REFER TO ISPWC SECTION-307 AND ACHD's SUPPLEMENTAL SPECIFICATION TO THE ISPWC FOR MATERIALS AND WORKMANSHIP REQUIREMENTS. 2. CRUSHED AGGREGATE BASE SHALL BE PLACED USING A MOTOR GRADER. EXISTING GRAVEL 3. TYPE "C-1" GRAVEL SURFACE REPAIR SHALL BE PER ISPWC SD-303. 3 MATCH GRADE 4. ALL REPAIRS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL MEET ACHD OR NHD Ir 0 1 REQUIREMENTS, AS APPROPRIATE. Lu z_ U)2 Y Q F Z p 0 3 J 4 2 SURFACE RESTORATION KEYNOTES: z � z LU NUMBER ITEM SCHEDULE 12' TYP, 2.5"THICK PAVED DRIVEWAY APPROACH, SP-3, PG 70-28 WITH p 0 GRAVEL SURFACE REPAIR O7 TYPE 1 MINUS CRUSHED AGGREGATE BASE (MIN) 8" 8^ OF J" CRUSHED AGGREGATE FOR BASE TYPE 1 O (BID ITEM 810.4.1.A.5) w COMPACT SUBGRADE TO 95%MAX DENSITY PER Ir LLJ ASTM D-698 W O COMPACTED AGGREGATE SUB-BASE, 6" MINUS PIT 9„ RUN. _ --___Ep_____Ep-----EP--- -Ep--___Ep_____EP_----Ep---__Ep- -Ep ® COMPACTED TRENCH BACKFILL PER ISPWC SD-301 3 AND ISPWC SECTION-306 IN TRENCH AREAS. NO MATCH EXISTING EXISTING COMPACTION IN DISTURBED NON-TRENCH AREAS, GRADE GROUND AND PORTIONS SHOWN ON PLANS. NATIVE TOP SOIL W/ DRYLAND SEED IF DISTURBED. p VARIES SEE PLANS 0 GRASS SOD WHERE CALLED FOR ON PLANS OR 6" m �/j�/�/�� WHERE EXISTING GRASS SOD IS PRESENT 6. il ,it RADIUS VARIES TO MATCH n RADIUS VARIES TO MATCH -� // EXISTING (SEE PLAN SHEETS) n EXISTING (SEE PLAN SHEETS) 00 E i 5 m U FILE: 10-19-092_C-501 mF 4 JUB PROJ.k:10-19-082 DRAWN BY:ARB NATURAL GROUND MATCH DRIVEWAY WIDTH OFFSET LOCATION PER DESIGN BY: BRW SURFACE REPAIR PLAN SHEETS AT MIDPOINT CHECKED BY:PE <m ONE INCH j AT FULL SIZE,IF NOT ONE LAST UPDATED:10/2 M25 c SHEET NUMBER: SURFACE &GRAVEL RESTORATION DETAILS TYPICAL RURAL PAVED APPROACH DETAIL o 6 SCALE:NTS SCALE:NTS C-5 01 ao 24" MAX 8' MAX (TYP) 8' MAX (TYP) 24" 24" MAX (TAP) VERIFY W/ PIPE MAX MAX (J' BI END SEAL, r((TYP) MANUFACTURER (TYP) (TYP) END SEAL, 7_7� WATER TIGHT WATER TIGHT J-U-B ENGINEERS,INC. SEWER PIPE SLEEVE, SEE SEWER PIPE SCHEDULE FOR SIZING (CARRIER PIPE) >SPACER AT 8'-0" MAX SPACING (VERIFY Z IPE MANUFACTURER), AND EACH SIDE POF JOINT (INTERIOR) AND ENDS O r O m rn Q: O O n cq E OF SEWER PIPE SLEEVE. CASING SPACER (TYP) LI-I 3 O n c6 m. 3/4" STAINLESS 30, 10" OR 8" PVC TRUNK 3 4" STAINLESS W s N co co c\I-6 STEEL BANDS Ql> SEWER (CARRIER PIPE), SEE STEEL BANDS Z U O O o 0. PLAN/PROFILE SHEETS. U' � 7 Q N N BELL SPIGOT JOINT W/ 20" OR 54" OD STEEL NOTES: Z Co w JOINT RESTRAINTS (TYP) CASING, SEE PLAN/PROFILE 1. VERIFY CASING SIZE WITH CASING SPACERS LU Qj 0 SHEETS (NOTE 1). AND JOINT RESTRAINTS. SUBMIT WITH SHOP co rn d END OF SEWER DRAWING REVIEWS. OO PIPE SLEEVE 2. CARRIER PIPE JOINT RESTRAINTS NOT SHOWN. L0 Cow/ WATER TIGHT STEEL CASING SLEEVE -TRUNK SEWER 3. REFER TO CITY OF MERIDIAN STD DWGS SW1 N END SEAL SCALE:NOT TO SCALE AND SW2. 54" O.D., 0.5" THICK 9 tiONAL E C STEEL CASING PIPE o I � 1'-0" 1'-0" 1'-0" MIN 1" CLEAR Q ° ° Q 8847 MAX MAX MAX 24" O.D., 0.375"#PIPE UPPER RUNNERS 1n� �o STEEL CASI p d p d p 9TE k MIN 1" CLEAR p PPER RUNNERS ° °SEWER PIPE SLEEVE SCHEDULE CARRIER PIPE 30" PVC CARRIER PIPE ° ° p p CARRIER PIPEON) PVC C900. DR-25 POTABLE WATER CLASS SLEEVE SIZE(IN) LxLOW STRENGTH GROUT FILL (SEE COM o ww10" PVC20" SUPPLEMENTAL SPEC 308 AND 310) d "� p dmr30" PVC 48" ° ° iNoiLOW STRENGTH GROUT FILL (SEE COM IS. wACERS CASING SUPPLEMENTAL SPEC 308 AND 310) o ° ° o y 8. lw how°w6 z CASING p a p °2zal a ° '7 zogrc > z MIN (2) RUNNERS SPACERS d p p m w o it i F BELOW SPRINGLINE W. z w o LL o_ 8"/10"TRUNK SEWER �" 5+'o MIN (4) RUNNERS °a w o s o BELOW SPRINGLINE. ADJUST RUNNER a z a o TYPICAL SEWER PIPE PVC SLEEVE DETAIL CARRIER PIPE/STEEL CASING PIPE CROSS SECTION HEIGHT TO ACCOMMODATE EXISTING 30"TRUNK SEWER _rz 0 SCALE:NTS SCALE:NTS CASING GRADE w/ CARRIER PIPE ELEVATION AND GRADE. o z p w w °_"Jk Ho OK � a33 i MANHOLE REFERENCE SHEET STRUCTURE WALL THICKNESS(INCHES) FOOTING EXTENSION FOOTING DEPTH BELOW (INCHES) BOTTOM OF PIPE(INCHES) 2 TYPE B SSMH-02 SSMH-2 6 12 9 Cc W 3 TYPE B SSMH-03 SSMH-3 6 12 9 4 TYPE B SSMH-04 SSMH-4 6 12 9 W p 5 TYPE B SSMH-05 SSMH-5 6 12 9 Y 2 F 6 TYPE B SSMH-06 SSMH-6 6 12 9 Z a 7 TYPE B SSMH-07 SSMH-7 6 12 9 � 4 8 TYPE A SSMH-08 SSMH-8 5 10 9 Z < 9 TYPE A SSMH-09 SSMH-9 5 10 9 H DLU 10 TYPE A SSMH-10 SSMH-10 5 10 9 - 11 TYPE A SSMH-11 SSMH-11 5 10 9 Lu 12 TYPE A SSMH-12 SSMH-12 5 10 9 LLJ 13 TYPE A SSMH-13 SSMH-13 5 10 9 14 TYPE A SSMH-14 SSMH-14 5 10 9 15 TYPE A SSMH-15 SSMH-15 5 10 9 16 TYPE A SSMH-16 SSMH-16 5 10 9 17 TYPE A SSMH-17 SSMH-17 5 10 9 p 18 TYPE A SSMH-18 SSMH-18 5 10 9 0 E MANHOLE BASE EXTENSION m U FILE: 10-19-082 C-502 m JUB PROD.#:10-19-082 DRAWN BY:ARB _o O DESIGN BY: BRW CHECKED BY:JPE <m ONE INCH j AT FULL SIZE,IF NOT ONE SCA LAST UPDATED:e/20/2025 c SHEET NUMBER: �8 ao C-502 1001+00 1001+50 1002+00 NU 2550 2550 2550 2550 2550 2550 1000+50 1002+50 J-U-B ENGINEERS,INC. 2540 2540 2540 2540 2540 2540 2540 2540 2550 2550 U Z > 2530 ---- 2530 2530 _ ---- 2530 2530 - - - ---- 2530 2530NIIIIIIIIIIIIIII 2530 2540 2540 Uj o co 0 00 0 0 oN o v o oo� o o �� o O TO r E 2520 N N 2520 2520 N o ooi a 2520 2520 6� 2520 2520 N o o N 2520 2530 2530 W 3 N rri° N LL N M LL� LL 7 m LL m -m L M d LLN LL W LL 0) LL N LL O) 1.L LL N LL O1 LL O7 LL N LL O O 11 O Z W N 2510 0 > p M 2510 2510 M p M 2510 2510 N O O N LL N O O N O O O cn c> O cn 2510 2510 O 0 c» n 2510 2520 c o 0 2520 O 7 p 32 N ?�W N N 3 W N N 3 W N N ?�W N ' LL Z m — m S m> �w >> d� °w >> m> °w >> m� °w >> i�o LLON ILL roi W dj 0 2500 >WU �m 2500 2500 W U m W 2500 2500 m UJ U 6 W 2500 2500 m W U 0 w LL M �a J 2500 2510 p cn c» 2510 m a aw aw aw �aw aw �aw aw w N 3W N m Q O �> °w >W N CO 249040 20 w w 20 402490 2490�0 -20 w w 20 402490 2490�0 -20 w 20 402490 2490�0 20 w 20 402490 2500�0 -20 a W a w 20 402500 ONA 4�o4�e\ ��,�,�y�A 1003+00 1003+50 1004+00 1004+50 1005+00 S 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 17654 •;'�rF 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 gTTy or C 2530 2530 2530 2530 2530 - 2530 2530 - 2530 2530 - 2530 0 0 0 0 0 0 0 0 0 0 0 0 O 9.0 O O p O O o N O O 9 in O O O r O 2520 —o O 2520 2520 —o 2520 2520 —o 2520 2520 —o `� 2520 2520 N M—�m M 2520 .z M M M O M V) 00 M M M M I.L U) M ' U) LL� In ' h In n ' O LL� O ' N LLO N ¢ LLN LLO LLO LLN LLC LLO LLN LLO LLB LLN LLB LLB LLN LLB iwwU� LL cl)C O LLM LLM 0 LLM LLM 0 LLM LLM 0 LLM c�airi 2510 p m—�>—O 2510 2510 p —c>—O n 2510 2510 LO >-0 2510 2510 —c>-0 2510 2510 —c>-0 ° 2510 aN°a° a N W N N W N _N W N N 3 W N _N ?�W N >w U w F a)> °w >> (v 2w >> m> °w >> �> o`W >> �> °w >> 01 mm> > >w U mw >w U mw >w U mw >w U mw >w U mw kJ m 2500 m J a J 2500 2500 m a J 2500 2500 m J a J 2500 2500 0 J w 2500 2500 0 J w 2500 &a rc o -40 -20 a W w 20 40 40 20 a w w 20 40 40 20 a w W 20 40 40 20 a w w 20 40 40 -20 a w w 20 40 a W w W w W w W w W w 3ymmw �3�mwJ o �_ 1005+50 1006+00 1006+50 1007+00 1007+50 0 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 m'i oR5 ¢22w 1.i o W W. 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 u,�w< ---- - ---- - 2530 - 2530 2530 `i 2530 2530 2530 2530 2530 2530 __ - 2530 mw�rcw 0 0 0 o 0 0 0 o a» 00 O W O O O O O O N O O O N O O O O -.O waw 2520 co—�M 2520 2520 V v—�M 1 2520 2520 N—�C') N [520 2520 —o M 2520 2520 N —o M 2520 z ' LLIn LLB ' O LL� LLO ' 1` LLU) LLB ' n lLLL� LLB ' i0 lLLL� LLO LL O N LL M ILL M O N LL M LL M O N 1.L c) LL M O N 1.L M lLLl M O N LL M 2510 LL M—c>—p n 2510 2510 0—c>—O n cn—c> O 0 In—c>—O cn n—c>—O N 3 w N N 3 w N 2510 2510 O N 3 w—�N 510 2510 O N 3 w N 2510 2510 N 3 w N 2510 4)> w >> N> °w >> N> -w >> N> °w >> N> w >> >W U BW >W U mW >W U /BW >W U mw >w U mw 2500 a w 2500 2500 a w 2500 2500 a w w 500 2500 a w w 2500 2500 a w 2500 40 20 W 20 40 40 20 W w 20 40 -40 -20 w w 20 40 20 w w 20 40 -40 -20 w W' 20 40 ZZ wi w w w Illw Illw W w U Z 1008+00 1008+50 1009+00 1009+50 1010+00 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 W O Lu 2 � 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 Y Q ?_ --- - -- 2530 _ - - 2530 2530 _ 2530 2530 _ 2530 2530 0 o M 2530 2530 o 0 2530 U o 00 0 0 or o 0 0o cn of M o oo) 0 u o c0 0 0 00 0 0 oa o cz v Z i N O N N n l N O c O O M �LL O M O Q Q t 252ILL 0 0 rn—••M—�LO 2520 2520 co—••C"—� 2520 2520 M—..cn 2520 2520 —i� 0 2520 2520 O—LL c° •• 2520 Q F LL� p N LL M LL O ILLN L L M LL�LO LL N LL M LL N O tLL N LL M LL M O N co LL M > 2510 LLN—cw—ON 2510 2510 0M—c>—O0 LL —Oc> Ocn puMi c> ON pcn cW �N N w N 2510 2510 O N w—� 2510 2510 N—;w� 2510 2510 N-3 J m 2510 w m> °w » �> °w >> m> °w » m> °w >> �> ow >> W �W U mW >W U /BW �W U aW �W U a� �W U aw c 2500 a W 2500 2500 a 2500 2500 a 2500 2500 2500 2500 w 2500 W c 40 20 W 20 40 -40 20 W w 20 40 40 -20 w 20 40 40 -20 2 20 40 40 20 20 40 0 w � LU � W w W w C) ~ w � U U G G 1010+50 1011+00 1011+50 1012+00 1012+50 p 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 2540 2540 2540 2540 2540 2540 2540 2540 2540 '540 E w _ - 2530 0 0 N 2530 2530 o O rn 2530 m 0 0 00 m 2530 2530 2530 2530 2530 2530 FILE: 10-79-052_C-307X 0 0 0 0 0 40 -20 O o M N 40 40 20 0 0 0 v 40 40 20 $ o n 40 m LJ ¢Q N O M N O N O 0•j O U-) C cliO^ cS O Q N 0 0 JUB PROD.#:10-19-082 N—LL M a0—LL M N M n M N 7 N V DRAWN BY:ARB 2520 M 0 LL 2520 2520 m cn LL 2520 v LL M N rn LL M M co LL M in LL M ILL N LL M LL M Q N LL Li:M LL N LL N LL N LL V O LL N LL DESIGN BY: BRW m� LL M Ocn LL M Ocn p M LL M p M LL M p M 0 0 O N—C W N O N—C W N LL C> 0 U) LL m C> O N O m C> Q N CHECKED BV:JPE m 2510 a w y> 2510 2510 a w > 2510 O N 3 W N O N 3 w _N 3 w ONE INCH >> w f0 W >> w t6 W N O`W >> N> O W >> N> W >> AT FULL SIZE,IF NOT ONE 1p W U a J m w 0 a J >> m w > m W > m W 2500 w 2500 2500 w w2500 a W U a W a J U LL j a J U a w AST UPDATED:10242025 40 20 !0 40 40 20 0 40 w w w c o w w w w SHEET NUMBER: g w � w w W w w C-901 o� ao 2000+50 2001+00 2001+50 2002+00 2002+50 N. 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 J-1.1-13 ENGINEERS,INC. 2540 2540 2540 2540 2540 2540 2540 2540 2540 2540 U Z > -- _ Q 9 o —o M—o 2530 2530 0 0 2530 2530 2530 2530 2530 2530 2530 (n O O 2530 M 40 20 0 0 0 0 20 40 O o o 0 o r o 0 0 0 0 0 o r o 0 E N O N O 0 V O O O O O O O O O w O O (O 0 �7 LL M V �7 O V N O Cj N N O rj N N O Cj N ?J c\j r V LL LL 2520 r—w n— 2520 2520 cO—LLM 2520 2520 o—LLM o' ZSZO ZSZO o—LL M o ZSZO w (V M M-d LL N 7 LLN LL M O? 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w ,-- - - - - W o� o - o0 0 ---- om o ocl o o 2530 o m 2530 2530 0 N 2530 2530 N 2530 2530 a N N 2530 2530 o N 2530 W _U LL m l i m o LL p7 V y M W N Lo LL m —O 0 LLN I!: LLN ll� LLN ll� LLN LL� LLo LLN LLOj U 2520 U �L 2520 2520 U � LL 2520 2520 U LL 2520 2520 U LL LL 2520 2520 U LLm 2520 o c> O In c> O In c> O I° c> O In Q In c> O In W� N 3 W_ N 3 W� N 2�W� N N 3:W� N 3 °w » °w >> °w >> 2w » » °w >> 2510 —m 2510 2510 —m 2510 2510 —m 2510 2510 —m LL�R 2510 2510 U —m 2510 40 -20 a w 20 40 -40 -20 a w 20 40 40 20 a w 20 40 40 -20 a w eLL w 40 40 20 LLw 20 40 o w � w wLU 0 E z m U FILE: 10-19-052 C-301X m JUB PROD.#:10-19-082 DRAWN BY:ARB _o O DESIGN BY: BRW CHECKED BY JPE m ONE INCH j AT FULL SIZE,IF NOT ONE SCA LAST UPDATED:10/2 025 c o SHEET NUMBER: �8 ao C-905 626+50 627+00 627+50 N. 2560 2560 2560 2560 2560 2560 1-U-13 ENGINEERS,INC. 625+50 626+00 U 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 Z_ 2540 - - 2540 2540 - 2540 2540 2540 2540 _--- 2540 2540 --- _ 2540 � O co O co O �/ O p ��/ O p \ O p r/ O co o0 �, LL o Q O p 2530 0 0 2530 2530 m cq 2530 2530 o N 2530 2530 o 2530 2530cR O o�� 2530 w ''� N M � c(O N M N �Z�RR U a)Cb Q N cm LL M Lo O N LL M Q LL 10+� O N LL M O N LL V 4 J 7 Q 2520 c> p 2520 2520 c> p 0 2520 2520 c> p n 2520 2520 3 w• N ;W N 3 w• N 3 w• O N 2520 2520 3 Lu N 2520 IZ m(� o w a) o ul j> o LLl j> 2 LLI >> Ow >> m L7 to d 2510 U —m 2510 2510 U —m 2510 2510 U — 2510 2510 U —0 2510 2510 m 2510 O 0 -40 -20 LL w 20 40 -40 -20 LL w 20 40 -40 -20 LL w 20 40 -40 -20 LL w 20 40 -40 -20 jw 20 40 N Cp w � �WAL E CENSF �'Y�rA 628+00 628+50 629+00 629+50 630+00 17654 2560 2560 2560 2560 2560 2560 2560 2560 2560 2560 '�,grTF OF �OQQv� 2550 2550 2550 2550 2550 2550 2550 2550 2550 2550 C. 2540 -- 2540 2540 -- 2540 2540 --- 2540 2540 --- 2540 2540 --- 2540 h O / N O \��`/ O) O \\�`/ 00(D O M O ll7 O s O pp O O) O z r 2530 o N 2530 2530 0 o N 2530 2530 o aN 2530 2530 0 0 2530 2530 0�� 2530 LL- 7 ll 00 ll O ll lL- M O y U 7 LLN LL01 LLN LLaj LLN LL� LLN LLC5 LLN LLO ¢y0¢O a 2520 O LL M O • LL M O • LL O • LL O • LL B a W o W a c>'—O 2520 2520 c>—O 2520 2520 c>—O 2520 2520 c>—O 2520 2520 c>—O 2520 °W 40 20 3 w N 20 40 -40 -20 c w N 20 40 40 20 3 w N 20 40 -40 -20 3 W N 20 40 40 20 3 W N 20 40 °a W > > ow �� ow >> 2w �� 2w >> 2w >> �arc�o U m W U m W U m W U m W U N W ovi3ma LL w a W a W LL W LL w 000� omw� o W w W oay*zo - 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2520 W 40 20 0 20 40 40 20 0 y 20 40 40 20 0 20 40 40 20 0 d 20 40 -40 -20 0 20 40 Y w >> w �> w >> w >> w >> U v` aJ c� I v aJ U aL4 U aW W Z w w w w w CC) W W W w w G 635+50 636+00 636+50 637+00 0 2560 2560 2560 2560 2560 2560 2560 2560 2550 2550 2550 2550 2550 2550 2550 2550 ___ _ __ W 2540 2540 2540 2540 2540 0 2540 2540 0 0 2540 m U 00 00 00 O N p O FILE: 10-19-052_C-301X m¢Q O M N Oc'i N O cy O N JUB PROD.#:10-19-082 -�OD t--U1 11 7—� (y DRAWN BY:ARB 2530 LL n v 2530 2530 ii rn 2530 2530 LL o 2530 2530 LL ii 2530 m LLp N• LL N O N• LL nj O N• LL M p cy DESIGN BY: BRW V 0 0 C> p o C> p l C> O C> O 10 CHECKED BY:JPE 2520 W 2520 2520 3�� 2520 2520 3 3 W N ONE INCH 40 20 0 0 20 40 40 20 0 m 20 40 -40 -20 ° y 20 402520 252040 20 o w 2520 J w >> W >> U A W U @ W 20 40 AT FULL SIZE,IF NOT ONE U pW U mWSCA LL w LL w a W LL w LAST UPDATED:10/2 025 c o SHEET NUMBER: 8 w w w w ao C-906 Docusign Envelope ID:AF29B15F-4C38-485F-807E-F051964BE27E EXHIBIT D PROJECT ESTIMATE Project Estimate: Total Direct Project Cost $6,395,114.81 10% contingency $639,511.48 Project Management fees (3%) $211,038.79 Total Project Estimate $7,245,665 (rounded to nearest dollar) SEWER TRUNK LINE COOPERATIVE DEVELOPMENT AGREEMENT Page 13 of 13