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03-14-2023 Agenda Packet       MEETING AGENDA City Council REGULAR SESSION CITY COUNCIL March 14, 2023                                   HAL BALDWIN MUNICIPAL COMPLEX COUNCIL CHAMBERS 1400 SCHERTZ PARKWAY BUILDING #4 SCHERTZ, TEXAS 78154 CITY OF SCHERTZ CORE VALUES Do the right thing Do the best you can Treat others the way you want to be treated Work cooperatively as a team    AGENDA TUESDAY, MARCH 14, 2023 at 6:00 p.m.          Call to Order   Opening Prayer and Pledges of Allegiance to the Flags of the United States and State of Texas (Councilmember Scagliola)   Proclamations:  National Procurement Month March 2023   City Events and Announcements  Announcements of upcoming City Events (B. James/S. Gonzalez) Announcements and recognitions by the City Manager (S. Williams) Announcements and recognitions by the Mayor (R. Gutierrez)   Hearing of Residents This time is set aside for any person who wishes to address the City Council. Each person should fill out the speaker’s register prior to the meeting. Presentations should be limited to no more than 3 minutes.  All remarks shall be addressed to the Council as a body, and not to any individual member thereof. Any person making personal, impertinent, or slanderous remarks while addressing the Council may be requested to leave the meeting. March 14, 2023  City Council Agenda                                Page 1     Discussion by the Council of any item not on the agenda shall be limited to statements of specific factual information given in response to any inquiry, a recitation of existing policy in response to an inquiry, and/or a proposal to place the item on a future agenda. The presiding officer, during the Hearing of Residents portion of the agenda, will call on those persons who have signed up to speak in the order they have registered.   Consent Agenda Items The Consent Agenda is considered self-explanatory and will be enacted by the Council with one motion. There will be no separate discussion of these items unless they are removed from the Consent Agenda upon the request of the Mayor or a Councilmember.   1.Minutes – Consideration and/or action regarding the approval of the following minutes from the regular meeting on March 7, 2023. (S. Edmondson/S.Courney)   2.Appointment/Reappointment For Boards/Commissions/Committees (S.Edmondson)  Accept resignation of Patricia Barnes of the Schertz Historical Preservation Committee.       3.Resolution 23-R-28 - Consideration and/or action by the City Council of the City of Schertz, TX, approving a Resolution awarding a contract to Linebarger, Goggan, Blair & Sampson, LLP for court collection agency services (S. Gonzalez/J. Walters)   4.Resolution 23-R-16 - Consideration and/or action by the City Council of the City of Schertz, Texas approving amended and restated Bylaws of the Schertz Economic Development Corporation; and other matters therewith. (B. James/H. Malish)   5.Resolution 23-R-24 - Consideration and/or action by the City Council of the City of Schertz, Texas, authorizing the City Manager to enter into Standard Utility Agreement with the State of Texas for the relocation of utilities – specifically the Riata Lift Station – along IH 35 in preparation for the IH 35 NEX Project.  (B.James/K.Woodlee/E.Schulze)   Discussion and Action Items   6.Ordinance 23-S-07- Consideration and/or action by the City Council of the City of Schertz, Texas on an Ordinance to amend Part III, Schertz Code of Ordinances, the Unified Development Code (UDC) Article 5 Zoning Districts, Subsections 21.5.2, 21.5.5 and 21.5.11; Article 9 Site Design Standards, Subsection 21.9.7 and 21.9.10; Article 10 Parking Standards, Subsections 21.10.2, 21.10.3, 21.10.4, 21.10.7.C and 21.10.9; and Article 14 Transportation, Subsection 21.14.3. (Final Reading) (B. James/S. Williams)     Closed Session   March 14, 2023  City Council Agenda                                Page 2     7.The City Council will meet in closed session in accordance with Section 551.072, Texas Government Code deliberation regarding the purchase, exchange, lease, or value of Real Property for future roadways, roadway extensions, and roadway expansions.   Reconvene into Regular Session   Roll Call Vote Confirmation   Information available in City Council Packets - NO DISCUSSION TO OCCUR   Requests and Announcements  Announcements by the City Manager Requests by Mayor and Councilmembers for updates or information from Staff     Requests by Mayor and Councilmembers that items or presentations be placed on a future City Council agenda   Announcements by Mayor and Councilmembers    City and Community Events attended and to be attended City Council Committee and Liaison Assignments (see assignments below) Continuing Education Events attended and to be attended Recognition of actions by City Employees Recognition of actions by Community Volunteers   Adjournment   CERTIFICATION I, SHEILA EDMONDSON, CITY SECRETARY OF THE CITY OF SCHERTZ, TEXAS, DO HEREBY CERTIFY THAT THE ABOVE AGENDA WAS PREPARED AND POSTED ON THE OFFICIAL BULLETIN BOARDS ON THIS THE 10th DAY OF MARCH 2023 AT 7:00 P.M., WHICH IS A PLACE READILY ACCESSIBLE TO THE PUBLIC AT ALL TIMES AND THAT SAID NOTICE WAS POSTED IN ACCORDANCE WITH CHAPTER 551, TEXAS GOVERNMENT CODE.    SHEILA EDMONDSON    I CERTIFY THAT THE ATTACHED NOTICE AND AGENDA OF ITEMS TO BE CONSIDERED BY THE CITY COUNCIL WAS REMOVED BY ME FROM THE OFFICIAL BULLETIN BOARD ON _____DAY OF _______________, 2023. TITLE: ___________________________________ This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. If you require special assistance or have a request for sign interpretative services or other services, please call 210-619-1030. The City Council for the City of Schertz reserves the right to adjourn into closed session at any time during the course of this meeting to discuss any of the matters listed above, as authorized by the Texas Open Meetings Act. Closed Sessions Authorized: This agenda has been reviewed and approved by the City’s legal counsel and the presence March 14, 2023  City Council Agenda                                Page 3     Closed Sessions Authorized: This agenda has been reviewed and approved by the City’s legal counsel and the presence of any subject in any Closed Session portion of the agenda constitutes a written interpretation of Texas Government Code Chapter 551 by legal counsel for the governmental body and constitutes an opinion by the attorney that the items discussed therein may be legally discussed in the closed portion of the meeting considering available opinions of a court of record and opinions of the Texas Attorney General known to the attorney. This provision has been added to this agenda with the intent to meet all elements necessary to satisfy Texas Government Code Chapter 551.144(c) and the meeting is conducted by all participants in reliance on this opinion.    COUNCIL COMMITTEE AND LIAISON ASSIGNMENTS     Mayor Gutierrez Audit Committee Board of Adjustments Investment Advisory Committee Main Street Committee Senior Center Advisory Board-Alternate   Councilmember Davis– Place 1 Interview Committee for Boards and Commissions Main Street Committee - Chair Parks & Recreation Advisory Board Schertz Housing Authority Board Transportation Safety Advisory Commission TIRZ II Board  Councilmember Watson - Place 2 Audit Committee Library Advisory Board  Senior Center Advisory Board Cibolo Valley Local Government Corporation-Alternate   Councilmember Whittaker – Place 3 Historical Preservation Committee Interview Committee for Boards and Commissions TIRZ II Board    Councilmember Dahle – Place 4 Cibolo Valley Local Government Corporation Interview Committee for Boards and Commissions Planning & Zoning Commission TIRZ II Board     Councilmember Scagliola – Place 5 Animal Advisory Commission - Alternate Hal Baldwin Scholarship Committee Schertz-Seguin Local Government Corporation   Councilmember Heyward – Place 6 Animal Advisory Commission Audit Committee Building and Standards Commission Economic Development Corporation - Alternate Investment Advisory Committee Main Street Committee Interview Committee for Boards and Commissions-Alternate Senior Center Advisory Board-Alternate   Councilmember Brown – Place 7 Economic Development Corporation Main Street Committee Schertz-Seguin Local Government Corporation - Alternate      March 14, 2023  City Council Agenda                                Page 4     Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 14, 2023 Department:City Secretary Subject:Proclamations: National Procurement Month March 2023 Agenda No. 1.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 14, 2023 Department:City Secretary Subject:Minutes – Consideration and/or action regarding the approval of the following minutes from the regular meeting on March 7, 2023. (S. Edmondson/S.Courney) Agenda No. 3.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 14, 2023 Department:Finance Subject:Resolution 23-R-28 - Consideration and/or action by the City Council of the City of Schertz, TX, approving a Resolution awarding a contract to Linebarger, Goggan, Blair & Sampson, LLP for court collection agency services (S. Gonzalez/J. Walters) BACKGROUND Linebarger Goggan Blair & Sampson, LLP (LGBS) has been representing the City of Schertz in the collection of fees, fines and costs pursuant to Article 103 of the Code of Criminal Procedure since March 2, 2012.   LGBS is fully qualified to provide this representation being the largest delinquent collection law firm in the State of Texas, as well as the United States, having been engaged in this specialized legal service for more than 40 years.  In additional, LGBS possesses infrastructure and technology, such as a call center technology that the City does not currently possess.   A collection fee of 30% of the fine amounts are added to delinquent accounts and are paid at the time of collection.  The city incurs no additional costs in utilizing the program as all the additional collection fee goes to LGBS.  Accounts are sent to LGBS 90 days after issuing a warrant. With court staff being composed of four full time staff members; the assistance of this program has been effective in aiding the court is resolving outstanding cases. Legal services are considered exempt from procurement requirements as per Local  Government Code 252.022   GOAL To renew the existing collection services contract. COMMUNITY BENEFIT This is another way to provide for safe community by helping to hold defendants accountable. SUMMARY OF RECOMMENDED ACTION To approve this resolution and renew the existing contract with LGBS. FISCAL IMPACT In FY 2021-22, LGBS helped to collect $283,000 in municipal court fees and fines and received In FY 2021-22, LGBS helped to collect $283,000 in municipal court fees and fines and received $48,400 for their services at no additional cost to the City. The amount is less than the 30% of the total fines as some accounts fees are waived in coordination with LGBS and the Judge varying on the circumstances of the defendant and the case.    RECOMMENDATION Staff recommends approval of Resolution 23-R-28 Attachments Resolution 23-R-28  Exhibit A - Contract Terms  50077397.1 A-1 RESOLUTION NO. 23-R-28 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS AUTHORIZING A PROFESSIONAL SERVICES AGREEMENT WITH LINEBAGER GOGGAN BLAIR & SAMPSON, LLP. WHEREAS, the City staff of the City of Schertz (the “City”) has determined that the City requires professional services relating to fines and fees collection services; and WHEREAS, City staff has determined that Linebarger Goggan Blair & Sampson, LLP is uniquely qualified to provide such services for the City; and WHEREAS, pursuant to Section 252.022(a)(4), the City is not required to seek bids or proposals with respect to a procurement for personal, professional, or planning purposes; and WHEREAS, pursuant to Section 2254.1036 of the Texas Government Code, the City of Schertz City Council finds as follows: 1. There is a substantial need for the legal services to be provided pursuant to the Contract for Fines and Fees Collection Services; 2. These legal services cannot be adequately performed by the employees and supporting personnel of the City at a reasonable cost; 3. Linebarger Goggan Blair & Sampson, LLP has represented the City for the past eleven (11) years with competence and professionalism, in the collection of unpaid fines, fees and court costs beginning on March 2, 2012. 4. These legal services cannot reasonably be obtained from attorneys in private practice under a contract providing only for the payment of hourly fees, without regard to the outcome of the matter, because of the nature of t he collection fee authorized by Tx Code of Criminal Procedure Art. 103.0031 and because the City of Schertz does not have the funds to pay the estimated amounts required under a contract only for the payment of hourly fees; 5. Linebarger Goggan Blair & Sampson LLP is well qualified and competent to perform the legal services required to comply with the terms of this contract. WHEREAS, the City Council has determined that it is in the best interest of the City to contract with Linebarger Goggan Blair & Sampson, LLP pursuant to the Agreement attached hereto as Exhibit A (the “Agreement”). 50077397.1 A-2 NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby authorizes the City Manager to execute and deliver the Agreement with Linebarger Goggan Blair & Sampson, LLP in substantially the form set forth on Exhibit A. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4. This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this Resolution would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the t ime, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 7. This Resolution shall be in force and effect from and after its final passage, and it is so resolved. PASSED AND ADOPTED, this 14th day of March, 2023. CITY OF SCHERTZ, TEXAS Ralph Gutierrez, Mayor ATTEST: Sheila Edmondsun, City Secretary Contract for Fines and Fees Collection Services STATE OF TEXAS COUNTY OF GUADALUPE THIS CONTRACT (hereinafter “AGREEMENT”) is made and entered into by and between CITY OF SCHERTZ, acting herein by and through its governing body, hereinafter styled “CLIENT”, and Linebarger Goggan Blair & Sampson, LLP, hereinafter styled “FIRM”. Article I Nature of Relationship and Authority for Contract 1.01 The parties hereto acknowledge that this AGREEMENT creates an attorney -client relationship between CLIENT and FIRM. 1.02 The CLIENT hereby employs the FIRM to provide the services hereinafter described for compensation hereinafter provided. 1.03 This AGREEMENT is entered into pursuant to and as authorized by Subsection (a) of ART. 103.0031, Texas Code of Criminal Procedure. Article 2 Scope of Services 2.01 CLIENT agrees to employ and does hereby employ FIRM to provide specific legal services provided herein and enforce the collection of delinquent court fees and fines that are subject to this AGREEMENT, pursuant t o the terms and conditions described herein. Such legal services shall include but not be limited to recommendations and legal advice to CLIENT to take legal enforcement action; representing CLIENT in any dispute or legal challenge over authority to collec t such court fees and fines; defending CLIENT in litigation or challenges of its collection authority; and representing CLIENT in collection interests in bankruptcy matters as determined by FIRM and CLIENT. This AGREEMENT supersedes all prior oral and written agreements between the parties regarding court fees and fines, and can only be amended if done so in writing and signed by all parties. Furthermore, this contract cannot be transferred or assigned by either party without the written consent of all parties. 2.02 The CLIENT may from time-to-time specify in writing additional actions that should be taken by the FIRM in connection with the collection of the fines and fees that are subject to this AGREEMENT. CLIENT further constitutes and appoints the FIRM as CLIENT's attorneys to sign all legal instruments, pleadings, drafts, authorizations and papers as shall be reasonably necessary to pursue collection of the CLIENT’s claims. 2.03 Fines and Fees are subject to this AGREEMENT pursuant to the terms of Art. 103.0031, Texas Code of Criminal Procedure [as amended by Senate Bill 782, 78th Legislature (2003), effective June 18, 2003]. 2.04 The CLIENT agrees to provide to the FIRM data regarding any fines and fees that are subject to this AGREEMENT. The data shall be provided by electronic medium in a file format specified by the FIRM. The CLIENT and the FIRM may from time -to-time agree in writing to modify this format. The CLIENT shall provide the data to the FIRM not less frequently than monthly. 2.05 The FIRM, in all communications seeking the collection of fines and fees, shall direct all payments directly to the CLIENT at an address designated by the CLIENT. If any fines and fees are paid to the FIRM, said payments shall be expeditiously turned over to the CLIENT. Article 3 Compensation 3.01 The CLIENT agrees to pay the FIRM as compensation for the services required hereunder: (a) Zero percent (0%) of all the fines and fees subject to the terms of this AGREEMENT as set forth in Section 2.3 above that are col lected by the CLIENT during the term of this AGREEMENT and that were incurred under Art. 103.0031(a)(2), Texas Code of Criminal Procedure, as a result of the commission of a criminal or civil offense committed before June 18, 2003; (b) Thirty percent (30%), pursuant to Article 103.0031(b), Texas Code of Criminal Procedure, of all the fines and fees subject to the terms of this AGREEMENT that are collected by the CLIENT during the term of this AGREEMENT and that were incurred under Art. 103.0031(a)(2), Texas Code of Criminal Procedure, as a result of the commission of a criminal or civil offense committed after June 18, 2003. 3.02 All compensation shall become the property of the FIRM at the time payment of the fines and fees is made to the CLIENT. 3.03 The CLIENT shall pay the FIRM by the twentieth day of each month all compensation earned by the FIRM for the previous month as provided in this Article 3. The CLIENT shall provide an accounting showing all collections for the previous month with the remittance. Article 4 Intellectual Property Rights 4.01 The CLIENT recognizes and acknowledges that the FIRM owns all right, title and interest in certain proprietary software that the FIRM may utilize in conjunction with performing the services provided in this AGREEMENT. The CLIENT agrees and hereby grants to the FIRM the right to use and incorporate any information provided by the CLIENT ("CLIENT Information") to update the databases in this proprietary software, and, notwithstanding that CLIENT Information has been or shall be used to update the databases in this proprietary software, further stipulates and agrees that the CLIENT shall have no rights or ownership whatsoever in and to the software or the data contained therein, except that the CLIENT shall be entitled to obtain a copy of such data that directly relates to the CLIENT’s accounts at any time. 4.02 The FIRM agrees that it will not share or disclose any specific confidential CLIENT Information with any other company, individual, organization or agency, without the prior written consent of the CLIENT, except as may be required by law or where such information is otherwise publicly available. It is agreed that the FIRM shall have the right to use CLIENT Information for internal analysis, improving the proprietary software and database, and generating aggregate data and statistics that may inherently contain CLIENT Information. These aggregate statistics are owned solely by the FIRM and will generally be used internally, but may be shared with the FIRM's affiliates, partners or other third parties for purposes of improving the FIRM's software and services. Article 5 Costs 5.01 The FIRM and CLIENT recognize that certain costs may be incurred in the process of providing any additional services contemplated in Section 2.02 above or in providing any special litigation services. The CLIENT agrees that all such costs shall be billed to the CLIENT, but that the FIRM will either (i) advance such costs on behalf of the CLIENT or, (ii) when possible, arrange with the vendor or agency providing the service that the costs of services will not be paid unless and until such costs are recovered by the CLIENT from the debtor. 5.02 The CLIENT acknowledges that the FIRM may provide such services with its own employees or with other entities or individuals who may be affiliated with the FIRM, but the FIRM agrees that any charges for such services will be reasonable and consistent with what the same services would cost if obtained from a third party. 5.03 The CLIENT agrees that upon the recovery of such costs, the CLIENT will (i) pay the FIRM for any such costs that have been advanced by the FIRM or performed by the FIRM and (ii) pay any third party agency or vendor owed for performing such services. Article 6 Term and Termination 6.01 This AGREEMENT shall be effective February 28, 2023 (the “Effective Date”) and shall expire on February 28, 2026 (the “Expiration Date”) unless extended as hereinafter provided. 6.02 Unless prior to sixty (60) days before the Expiration Date, the CLIENT or the FIRM notifies the other in writing that it does not wish to continue this AGREEMENT beyond its initial term, this AGREEMENT shall be automatically extended for an additional one (1) year period without the necessity of any further action by either party. In the absence of any such sixty (60) day notice by either the CLIENT or the FIRM, the AGREEMENT shall continue to automatically renew for additional and successive one -year terms in the same manner at the end of each renewal period. 6.03 If, at any time during the initial term of this AGREEMENT or any extension hereof, the CLIENT determines that the FIRM’s performance under this AGREEMENT is unsatisfactory, the CLIENT shall notify the FIRM in writing of the CLIENT’s determination. The notice from the CLIENT shall specify the particular deficiencies that the CLIENT has observed in the FIRM’s performance. The FIRM shall have sixty (60) days from the date of the notice to cure any such deficiencies. If, at the conclusion of that sixty (60) day remedial period, the CLIENT remains unsatisfied with the FIRM’s performance, the CLIENT may terminate this AGREEMENT effective upon the expiration of thirty (30) days following the date of written notice to the FIRM of such termination (“Termination Date”). 6.04 Whether this AGREEMENT expires or is terminated, the FIRM shall be entitled to continue to collect any items and to pursue collection of any claims that were referred to and placed with the FIRM by the CLIENT prior to the Termination Date or Expiration Date for an additional ninety (90) days following termination or expiration. The CLIENT agrees that the FIRM shall be compensated as provided by Article 3 for any such item or pending matters during the ninety (90) day period. 6.05 The CLIENT agrees that the FIRM shall be reimbursed for any costs advanced and shall be paid for any services performed pursuant to Article 5 when such costs are recovered by or on behalf of the CLIENT, regardless of the date recovered. It is expressly agreed that neither the expiration nor the termination of this AGREEMENT constitutes a waiver by the FIRM of its entitlement to be reimbursed for such costs and to be paid for such services. It is further expressly agreed that the expiration of any ninety (90) day period under Section 6.04 does not constitute any such waiver by the FIRM. Article 7 Miscellaneous 7.01 Subcontracting. The FIRM may from time -to-time obtain co-counsel or subcontract some of the services provided for herein to other law firms or entities. In such cases, the FIRM will retain supervisory control and responsibility for any services provided by such co-counsel or subcontractors and shall be responsible to pay any compensation due to any such co-counsel or subcontractor. 7.02 Arbitration. Any controversy between the parties to this AGREEMENT involving the construction or application of any of the terms, covenants, or conditions of this AGREEMENT shall, on the written request of one party served on the other, be submitted to arbitration, and such arbitration shall comply with and be governed by the provisions of the Texas General Arbitration Act. 7.03 Integration. This AGREEMENT contains the entire AGREEMENT between the parties hereto and may only be modified in a written amendment, executed by both parties. 7.04 Representation of Other Governmental Entities. The CLIENT acknowledges and consents to the representation by the FIRM of other governmental entities that may be seeking the payment of fines and fees or other claims from the same person(s) a s the CLIENT. 7.05 Notices. For purposes of sending any notice under the terms of this contract, all notices from CLIENT shall be sent to FIRM by certified United States mail, or delivered by hand or by courier, and addressed as follows: Linebarger Goggan Blair & Sampson, LLP Linebarger Goggan Blair & Sampson, LLP Attention: Director of CMS Attention: Clif Douglass PO Box 17428 112 E. Pecan St., Suite 2200 Austin, Texas 78760-7428 San Antonio, Texas 78205 All notices from the FIRM to the CLIENT shall be sent to CLIENT by certified United States mail, or delivered by hand or by courier, and addressed as follows: City of Schertz Attention: City Secretary 1400 Schertz Parkway, Bldg 2 Schertz, Texas 78154 7.06. Compliance with Tx. Govt. Code §2271.002. In order to comply with Tx. Govt. Code §2271.002, the Firm verifies that it does not boycott Israel and will not boycott Israel during the term of the contract. 7.07 Compliance with Tx. Govt. Code §2252.151- .154. In order to comply with Tx. Govt. Code §2252.152, the Firm verifies that it is not a company identified on the Texas Comptroller’s list of companies known to have contracts with, or provide supplies or services to, a foreign organization designated as a Foreign Terrorist Organization by the U.S. Secretary of State under federal law. 7.08 Compliance with Tx. Govt. Code §2274.001 - .002. In order to comply with Tx. Govt. Code §2274.002, the Firm verifies that it does not boycott energy companies and will not boycott energy companies during the term of the contract. 7.09 Compliance with Tx. Govt. Code §2274.001 - .002. In order to comply with Tx. Govt. Code §2274.002, the Firm verifies that it does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and, will not discriminate during the term of the contract against a firearm entity or firearm trade association. 7.10 VALUE ADDED SERVICES. The FIRM agrees to provide to CLIENT with ACT Lien Software at no cost to the CLIENT as long as this contract is in force. EXECUTED ON the 7th day of March, 2023. CITY OF SCHERTZ By: __________________________________________ Steve Williams, City Manager LINEBARGER GOGGAN BLAIR & SAMPSON, LLP By: __________________________________________ Clifton Douglass, III, Managing Partner For the FIRM Agenda No. 4.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 14, 2023 Department:Economic Development Corporation Subject: Resolution 23-R-16 - Consideration and/or action by the City Council of the City of Schertz, Texas approving amended and restated Bylaws of the Schertz Economic Development Corporation; and other matters therewith. (B. James/H. Malish) BACKGROUND City Council passed Ordinance 22-M-20 on May 10, 2022, changing term end dates for various boards and commissions, including the Schertz Economic Develompent Corporation (SEDC). As a result, the SEDC bylaws need to be updated.  In addition to the proposed change for term end dates, staff is proposing minor changes, including the addition of Chapter 22 of the Texas Business Organizations Code, as a governing body based on City Attorney recommendation. GOAL To update the SEDC bylaws. COMMUNITY BENEFIT Provide consistent and clear bylaws for the operation of SEDC. SUMMARY OF RECOMMENDED ACTION Staff recommends approval of Resolution No. 23-R-16 to adopt the amended and restated Bylaws. RECOMMENDATION Staff recommends approval of Resolution No. 23-R-16. Attachments Resolution 23-R-16  SEDC Bylaws  Redline of changes  RESOLUTION NO. 23-R-16 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS, APPROVING AMENDED AND RESTATED BYLAWS OF THE SCHERTZ ECONOMIC DEVELOPMENT CORPORTION; AND OTHER MATTERS IN CONNECTION THEREWITH WHEREAS, the City Council (the "Council") of the City of Schertz, Texas (the "City") has previously authorized the creation of the City of Schertz Economic Development Corporation (the "Corporation") in accordance with the Development Corporation Act, as amended, Title 12, Subtitle Cl, Texas Local Government Code (the "Act"); and WHEREAS, on January 12, 2011, the Schertz City Council reviewed and approved the existing Certificate of Formation and the existing Bylaws of the Corporation in Ordinance 11-M- 21; and WHEREAS, the Schertz City Council took action on May 10, 2022, to change the term end dates for City Boards, Commissions, and Committees in Ordinance 22-M-20; and WHEREAS, the Board of Directors of the City of Schertz Economic Development Corporation took action on February 23, 2023, to approve the proposed amendments to the existing Bylaws of the Corporation in SEDC Resolution No. 2023-3; and WHEREAS, the Schertz City Council have reviewed and approved the proposed amendments to the existing Bylaws of the Corporation and has determined to authorize and approve such amendments; and WHEREAS, the Schertz City Council hereby finds and determines that the adoption of this Resolution is in the best interests of the citizens of the City. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The Schertz City Council hereby approves the amended Bylaws for the Corporation in the form attached hereto as Exhibit A. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4. This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this Resolution would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 7. This Resolution shall be in force and effect from and after its final passage, and it is so ordered. PASSED AND ADOPTED, this 7th day of March, 2023. CITY OF SCHERTZ, TEXAS _______________________________ Ralph Gutierrez, Mayor ATTEST: ________________________________ Sheila Edmondson, City Secretary <City Seal> EXHIBIT A SCHERTZ ECONOMIC DEVELOPMENT CORPORATION AMENDED AND RESTATED BYLAWS (See Attached) SEDC RESOLUTION NO. 2023-3 A RESOLUTION BY THE CITY OF SCHERTZ ECONOMIC DEVELOPMENT CORPORATION, APPROVING AMENDED AND RESTATED BYLAWS OF SUCH CORPORATION; AND OTHER MATTERS IN CONNECTION THEREWITH WHEREAS, the City Council (the "Council") of the City of Schertz, Texas (the "City") has previously authorized the creation of the City of Schertz Economic Development Corporation (the "Corporation") in accordance with the Development Corporation Act, as amended, Title 12, Subtitle Cl, Texas Local Government Code (the "Act"); and WHEREAS, on February 5, 2013, the Council reviewed and approved the existing Certificate of Formation and Bylaws of the Corporation in Ordinance l 3-M-04; and WHEREAS, the Council took action on May 10, 2022, approving Ordinance 22-M-20 changing the term end dates for the City of Schertz Economic Development Corporation; and; WHEREAS, the Board of Directors of the Corporation desires to change the end dates of the terms of the directors from May 31 to September 30 of the year in which the directors' term expires, in order to be consistent with Ordinance 22-M-20; and WHEREAS, the Board of Directors of the Corporation desires to alter the codes by which the Corporation shall be governed and the requirements for an action to be taken by the Board; and WHEREAS, the Board of Directors have reviewed and approved the proposed amendments to the existing Bylaws of the Corporation and has determined to authorize and approve such amendments; and WHEREAS, the Board of Directors hereby finds and determines that the adoption of this Resolution is in the best interests of the citizens of the City; now, therefore, NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF SCHERTZ ECONOMIC DEVELOPMENT COPROPARTION THAT: Section 1. The Board of Directors hereby approves the amended Bylaws for the Corporation in the form attached hereto as Exhibit A. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the Governing Body. Section 3. All ordinances and resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4. This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the Board hereby declares that this Resolution would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 7. This Resolution shall be in force and effect from and after its final passage, and it is so ordered. PASSED AND ADOPTED, this 23rd day of February 2023. CITY OF SCHERTZ ECONOMIC DEVELOPMENT C ORATION Paul EXH IB IT A AMENDED AND RESTATED BYLAWS (See Attached) AMENDED AND RESTATED BYLAWS OF CITY OF SCHERTZ ECONOMIC DEVELOPMENT CORPORATION ARTICLE I PURPOSE AND POWERS Section I.I. Purpose. The Corporation is incorporated for the purposes set forth in Article Four of its Certificate of Formation, as amended (the "Certificate of Fomlation"), the same to be accomplished on behalf of the City of Schertz, Texas (the "City") as its duly constituted authority and instrumentality in accordance with the Development Corporation Act, as amended (Title 12, Subtitle Cl, Texas Local Government Code) (the "Act"'), and other applicable laws. Section 1.2. Powers. In the fulfillment of its corporate purposes, the Corporation shall be governed by Texas LGC Chapter 501, Chapter 502, and Chapter 505 of the Act and Chapter 22 of the Texas Business Organizations Code, and an election held in the City on August 9, 1997 (the "Election"), and shall have all the powers set forth and conferred in its Certificate of Formation, in the Act, and in other applicable law, subject to the limitations prescribed therein and herein and to the provisions thereof and hereof. ARTICLE II BOARD OF DIRECTORS Section 2.1. Powers, Number and Term of Office. (a) The property and affairs of the Corporation shall be managed and controlled by a Board of Directors (the "Board ") under the guidance and direction of the City Council of the City (the "Council ") and, subj ect to the restrictions imposed by law, by the Certificate of Fom1ation and by these Amended and Restated Bylaws (these "Bylaws"), the Board shall exercise all of the powers of the Corporation. (b) The Board shall consist of seven (7) directors, each of whom shall be appointed by the Council. ( c) Directors serve a two-year term beginning on October 1 st and ending on September 30th, two years after appointment, or until a successor is appointed . Successor directors shall have the qualifications, shall be of the classes of directors , and shall be appointed to the terms set forth in the Certificate of Formation. ( d) Any director may be removed from office by the Council at will. Section 2.2. Meetings of Directors. (a) The directors may hold their meetings at such place or places in the City as the Board may from time to time determine; provided, however, in the absence of any such determination by the Board, the meetings shall be held at the principal office of the Corporation as specified in Section 5.1 of these Bylaws. R eg ular meetings of the Board shall be he ld without the nece ssity of notice to directors at s uch times and places as shall 50429380.1 - 1 - be designated from time to time by the Board. Special meetings of the Board shall be held whenever called by the president, by a majority of the directors, by the Mayor of the City, or by a majority of the Council. (b) The secretary shall give notice to each director of each special meeting in person or my mail, telephone or telegraph, at least two (2) hours before the meeting. Unless otherwise indicated in the notice thereof, any and a11 matters pertaining to the purposes of the Corporation may be considered and acted upon at a special meeting. At any meeting at which every director shall be present, even though without any notice, any matter pertaining to the purpose of the Corporation may be considered and acted upon consistent with applicable law. ( c) Whenever any notice is required to be given to the Board, such notice shall be deemed to be sufficient if given by depositing the same in a post office box in a sealed postpaid wrapper addressed to the person entitled thereto at his or her post office address as it appears on the books of the Corporation, and such notice shall be deemed to have been given on the day of such mailing. Attendance of a director at a meeting shall constitute a waiver of notice of such meeting, except attendance of a director at a meeting for the express purpose of objecting to the transaction of any business on the grounds that the meeting is not lawfully called or convened. Neither the business to be transacted at nor the purpose of any regular or special meeting of the Board need be specified in the notice to directors or waiver of notice of such meeting, unless required by the Board. A waiver of notice in writing, signed by the person or persons entitled to said notice, whether before or after the time stated therein, shall be deemed equivalent to the giving of such notice. Section 2.3. Open Meetings Act. All meetings and deliberations of the Board shall be called, convened, held, and conducted, and notice shall be given to the public, in accordance with the Texas Open Meetings Act, as amended (Chapter 551 , Texas Government Code) (the "Open Meetings Act"). Section 2.4. Quorum. A majority of the entire membership of the Board shall constitute a quorum to conduct official business of the Corporation. The act of a majority of the Board of Directors present at a meeting at which a quorum is in attendance shall constitute the act of the Board and of the Corporation, unless the act of a greater number is required by law. An action that may be taken at a meeting of the Board of Directors, including an action required by the Act to be taken at a meeting, may be taken without a meeting if each director signs a written consent providing the action to be taken. The consent has the same effect as a unanimous vote and may be stated as such in a document filed with the Secretary of State. Section 2 .5. Conduct of Business. (a) At the meetings of the Board, matters pertaining to the business of the Corporation shall be considered in accordance with rules of procedure as from time to time prescribed by the Board. (b) The president shall preside at all meetings of the Board. In the absence of the president, the vice president shall preside. 50429380.1 -2- (c) The president shall be a voting member of the Board. ( d) The secretary of the Corporation shall act as secretary of all meetings of the Board, but in the absence of the secretary, the presiding officer may appoint any person to act as secretary of the meeting. The treasurer and any assistant secretary may, at the option of the Board, be employees of the City and each member of the Board with the exception of the president, vice president, or secretary, may be appointed as assistant secretaries; provided, however, that to the extent the treasurer or any assistant secretary is an employee of the City such person shall not be a member of the Board. Section 2.6. Committees of the Board. The Board may designate two (2) or more directors · or other persons to constitute a committee (including an advisory committee) of the Board to exercise such authority, as approved by resolution of the Board; provided, however, that all final, official actions of the Corporation may be exercised only by the Board. Each committee so designated shal1 keep regular minutes of the transactions of its meetings and shall cause such minutes to be recorded in books kept for that purpose in the principal office of the Corporation and any such meetings must be conducted in accordance with the provisions of the Open Meetings Act, if applicable. Section 2. 7. Compensation of Directors. Directors shall not receive any salary or compensation for their services as directors. However, they shall be reimbursed for their actual expenses incurred in the performance of their official duties as directors. ARTICLE III OFFICERS Section 3.1. Titles and Terms of Office. (a) The officers of the Corporation shal1 be a president, a vice president, a secretary, and a treasurer, and such other officers as the Board may from time to time elect to fill a vacancy or as appointed by the Council. One person may hold more than one office, except that the president shall not hold the office of secretary. Initial officers shall serve for the terms disclosed in the Certificate of Formation. Thereafter, terms of office shall be for two (2) years with the term of office expiring on September 30th of each year. Upon the expiration of the terms, each officer shall have the right to be reappointed or reelected. (b) All officers sha11 be subject to removal from office at any time by a vote of a majority of the Council. ( c) A vacancy in the office of any director shall be filled by a vote of a majority of the Council. The remaining directors may recommend to the Council a person to be named to fill any such vacancy. Section 3.2. Powers and Duties of the President. The president sha11 be the chief operating executive officer of the Corporation, and, subject to the authority of the Board, the president shall be in general charge of the properties and affairs of the Corporation and execute all contracts, conveyances, franchises, bonds, deeds, assignments, mortgages, notes, and other 50429380.1 -3 - instruments in the name of the Corporation. The president shall preside over the meetings of the Corporation. Section 3.3. Vice President. The vice president shall have such powers and duties as may be prescribed by the Board and shall exercise the powers of the president during that officer's absence or inability to act. Any action taken by the vice president in the perfonnance of the duties of the president shall be conclusive evidence of the absence or inability to act of the president at the time such action was taken. Section 3.4. Treasurer. The treasurer shall be the chief fiscal officer of the Corporation, and shall have the responsibility to see to the handling, custody, and security of all funds and securities of the Corporation in accordance with these Bylaws. When necessary or proper, the treasurer may endorse and sign, on behalf of the Corporation, for collection or issuance, checks, notes, and other obligations in or drawn upon such bank, banks, or depositories as shall be designated by the Board consistent with these Bylaws. The treasurer shall see to the entry in the books of the Corporation full and accurate accounts of all money received and paid out on account of the Corporation. The treasurer shall , at the expense of the Corporation, give such bond for the faithful discharge of his/her duties in such form, and amount as the Board or the Council may require. All check writing authority will follow all applicable City policies concerning authorizations, signatures and disbursements. Section 3.5. Secretarv. The secretary shall keep the minutes of all meetings of the Board and books provided for that purpose, shall give and serve all notices , may sign with the president in the name of the Corporation, and/or attest the signature thereto, all contracts, conveyances, franchises , bonds, deeds, assignments, mortgages, notes , and other instruments of the Corporation, shall have charge of the corporate books , records, documents , and instruments , except the books of account and financial records and securities, and such other books and papers as the Board may direct, all of which shall at all reasonable times be open to public inspection upon application at the principal office of the Corporation during business hours , and shall in general perforn1 all duties incident to the office of secretary subject to the control of the Board. Section 3.6 . Executive Director. The City Manager, or his de signee, will serve as the E xecutive Director of the Corporation to provide administrative support services for the Corporation and shall perform duties as prescribed by the Board and Council. The Executive Director shall not be a member of the Board . Section 3. 7. General. The president, vice president, and the secretary shall be named from among the members of the Board. The treasurer and any assistant secretary may, at the option of the Board, be employees of the City. To the extent that the treasurer or any assi stant secretary are employees of the City they shall not be members of the Board. The Executive Director shall retain legal counsel and financial advisors for the Corporation, subject to the approval of the majority of the Board. Section 3 .8. Com pensation. Officers who are members of the Board shall not receive any salary or compensation for their services, except that they shall be reimbursed for the actual expenses incurred in t he p erformanc e o f their officia l duties as offic ers . 50429380 .1 - 4 - ARTICLE IV FUNCTIONAL CORPORA TE DUTIES AND REQUIREMENTS Section 4.1. Ci ty of Schertz Economic Development Corporation Plan. (a) It shall be the duty and obligation of the Board to finance and implement the City of Schertz Economic Development Corporation Plan subject to approval or disapproval by Council. (b) In carrying out its obligations under subsection (a), the Corporation shall be authorized to exercise all rights and powers granted under the Act, including, but not limited to Chapter 501, Chapter 502, and Chapter 505 of the Act. ( c) The Board shall at least annually submit reports to the Council as to the status of its activities in carrying out its obligations under this Section. ( d) Any and all agreements between the Corporation and other parties shall be authorized, executed, and approved, and delivered in accordance with applicable law. Section 4.2. Annual Corporate Budget. Prior to the commencement of each fiscal year of the Corporation, the Board shall adopt a proposed budget of expected revenues from sources set out in Section 4.5 of this Article and proposed expenditures for the next ensuing fiscal year. The budget shall contain such classifications and shall be in such form as may be prescribed from time to time by the Council. The budget shall not be effective until the same has been approved by the Council. Section 4.3. Books. Records . Audits. (a) The Corporation shall keep and properly maintain in accordance with generally accepting accounting principles, complete books, records, accounts, and financial statements pertaining to its corporate funds, activities, and affairs. (b) At the direction of the Council, the books, records, accounts, and financial statements of the Corporation may be maintained for the Corporation by the accountants, staff and personnel of the City. (c) The Corporation, or the City if the option of subsection (b) is selected, shall cause its books, records, accounts, and financial statements to be studied at least once each fiscal year by an outside, independent auditing and accounting firm selected by Council and approved by the Board. Such an audit shall be at the expense of the Corporation. Section 4.4. Deposit and Investment of Corporation Funds. (a) All proceeds from loans or from the issuance of bonds, notes, or other debt instruments ("Obligations ") issued by the Corporation shall be deposited and invested as provided in the resolution , order, indenture, or other documents authorizing or relating to their execution or issuance. 50429380 . l - 5 - (b) Subject to the requirements of contracts, Joan agreements, indentures, or other agreements securing Obligations, all other money of the Corporation, if any, shall be deposited, secured, and/or invested in the manner provided for the deposit, security, and/or investment of the public funds of the City. The Board, with Council approval, shall designate the accounts and depositories to be created and designated for such purposes, and the methods of withdrawal of funds therefrom for use by and for the purposes of the Corporation upon the signature of its treasurer and such other persons as the Board designates. The accounts, reconciliation, and investment of such funds and accounts shall be performed by the City Manager of the City, or his designee. Section 4.5. Expenditure of Corporate Mone y. The sales and use taxes collected pursuant to Chapter 501, Chapter 502, and Chapter 505 of the Act and the proceeds from the investment of funds of the Corporation, the proceeds from the sale of property, revenues generated by any Projects as defined in Chapter 501 , Chapter 502, and Chapter 505 of the Act and payable to the Corporation or any other source of revenues that are payable to the Corporation, and the proceeds derived from the sale of Obligations, may be expended by the Corporation for any of the purposes authorized by the Act, the Certificate of Formation, the City's Home Rule Charter, and the Election, subject to the following limitations: Expenditures that may be made from a fund created with the proceeds of Obligations , and expenditures of money derived from sources other than the proceeds of Obligations may be used for the purpose of financing or otherwise providing one or more Projects, as defined in Chapter 501, Chapter 502, and Chapter 505 of the Act and in accordance with the Election; All other proposed expenditures shall be made in accordance with and shall be set forth in the annual budget required by Section 4.2 or in contracts meeting the requirements of Section 4.l(d) of this Article. Section 4.6. Issuance of Obli gations. No Obligations, including refunding obligations, shall be authorized or sold and delivered by the Corporation unless the Council approves such Obligations by action taken prior to the date of initial delivery of the Obligations to the initial purchasers thereof. ARTICLEV MISCELLANEOUS PROVISIONS Section 5.1 . Princi pal Office . (a) The principal office and the registered office of the Corporation shall be the registered office of the Corporation specified in the Certificate of Formation. (b) The Corporation shall have and shall continually designate a registered agent at its office, as required by the Act. Section 5.2. Fiscal Year. The fiscal year of the Corporation shall be the same as the fiscal year of the City. 50429380.1 - 6 - Section 5.3. Seal. The seal, if any, of the Corporation shall be determined by the Board. Section 5.4. Resi gnations. Any director or officer may resign at any time. Such resignation shall be made in writing and shall take effect at the time specified therein, or, if no time is specified, at the time of its receipt by the president or secretary. The acceptance of resignation shall not be necessary to make it effective, unless expressly so provided in the resignation. Section 5.5. A pproval or Advice and Consent of the Council. To the extent that these Bylaws refer to any approval by the City or refer to advice and consent by the Council, such advice and consent shall be evidenced by a certified copy of a resolution, ordinance, or motion duly adopted by the Council. Section 5.6. Services of City Staff and Officers. To the extent possible, the Corporation shall utilize the services and the staff employees of the City. All requests for staff time or inquiries of staff will be requested through the City Manager's Office. Section 5. 7. Indemnification of Directors. Officers and Employees. (a) As provided in the Act, the Corporation is, for the purposes of the Texas Tort Claims Act, as amended (Subchapter A, Chapter 10 I, Texas Civil Practices and Remedies Code), a governmental unit and its actions are governmental functions. (b) The Corporation shall indemnify each and every member of the Board, its officers and its employees and each member of the Council and each employee of the City, to the fullest extent permitted by law, against any and all liability or expense, including attorneys fees , incurred by any of such persons by reason of any actions or omissions that may arise out of the sanctions and activities of the Corporation. The legal counsel for the Corporation is authorized to provide a defense for members of the Board, officers, and employees of the Corporation. ARTICLE VI EFFECTIVE DA TE, AMENDMENTS Section 6.1. Effective Date. These Bylaws shall become effective upon the approval of these Bylaws by the Council. Section 6.2. Amendments to Certificate of Formation and Bylaws. The Certificate of Formation of the Corporation and these Bylaws may be amended only in the manner provided in the Certificate of Formation and the Act. * * * Adopted: February 23, 2023 50429380.1 - 7 - 50429380.1 - 1 - AMENDED AND RESTATED BYLAWS OF CITY OF SCHERTZ ECONOMIC DEVELOPMENT CORPORATION ARTICLE I PURPOSE AND POWERS Section 1.1. Purpose. The Corporation is incorporated for the purposes set forth in Article Four of its Certificate of Formation, as amended (the “Certificate of Formation”), the same to be accomplished on behalf of the City of Schertz, Texas (the “City”) as its duly constituted authority and instrumentality in accordance with the Development Corporation Act, as amended (Title 12, Subtitle C1, Texas Local Government Code) (the “Act”), and other applicable laws. Section 1.2. Powers. In the fulfillment of its corporate purposes, the Corporation shall be governed by Texas LGC Chapter 501, Chapter 502, and Chapter 505 of the Act and Chapter 22 of the Texas Business Organizations Code, and an election held in the City on August 9, 1997 (the “Election”), and shall have all the powers set forth and conferred in its Certificate of Formation, in the Act, and in other applicable law, subject to the limitations prescribed therein and herein and to the provisions thereof and hereof. ARTICLE II BOARD OF DIRECTORS Section 2.1. Powers, Number and Term of Office. (a) The property and affairs of the Corporation shall be managed and controlled by a Board of Directors (the “Board”) under the guidance and direction of the City Council of the City (the “Council”) and, subject to the restrictions imposed by law, by the Certificate of Formation and by these Amended and Restated Bylaws (these “Bylaws”), the Board shall exercise all of the powers of the Corporation. (b) The Board shall consist of seven (7) directors, each of whom shall be appointed by the Council. (c) The directors constituting the Board shall be those directors named in the Certificate of Formation, as amended and restated on February 5, 2013Directors serve a two-year term beginning on October 1st and ending on September 30th, two years after appointment, or until a successor is appointed. Successor directors shall have the qualifications, shall be of the classes of directors, and shall be appointed to the terms set forth in the Certificate of Formation. (d) Any director may be removed from office by the Council at will. Section 2.2. Meetings of Directors. (a) The directors may hold their meetings at such place or places in the City as the Board may from time to time determine; provided, however, in the absence of any such determination by the Board, the meetings shall be held at the principal office of the Corporation as specified in Section 5.1 of these Bylaws. Regular meetings of the 50429380.1 - 2 - Board shall be held without the necessity of notice to directors at such times and places as shall be designated from time to time by the Board. Special meetings of the Board shall be held whenever called by the president, by a majority of the directors, by the Mayor of the City, or by a majority of the Council. (b) The secretary shall give notice to each director of each special meeting in person or my mail, telephone or telegraph, at least two (2) hours before the meeting. Unless otherwise indicated in the notice thereof, any and all matters pertaining to the purposes of the Corporation may be considered and acted upon at a special meeting. At any meeting at which every director shall be present, even though without any notice, any matter pertaining to the purpose of the Corporation may be considered and acted upon consistent with applicable law. (c) Whenever any notice is required to be given to the Board, such notice shall be deemed to be sufficient if given by depositing the same in a post office box in a sealed postpaid wrapper addressed to the person entitled thereto at his or her post office address as it appears on the books of the Corporation, and such notice shall be deemed to have been given on the day of such mailing. Attendance of a director at a meeting shall constitute a waiver of notice of such meeting, except attendance of a director at a meeting for the express purpose of objecting to the transaction of any business on the grounds that the meeting is not lawfully called or convened. Neither the business to be transacted at nor the purpose of any regular or special meeting of the Board need be specified in the notice to directors or waiver of notice of such meeting, unless required by the Board. A waiver of notice in writing, signed by the person or persons entitled to said notice, whether before or after the time stated therein, shall be deemed equivalent to the giving of such notice. Section 2.3. Open Meetings Act. All meetings and deliberations of the Board shall be called, convened, held, and conducted, and notice shall be given to the public, in accordance with the Texas Open Meetings Act, as amended (Chapter 551, Texas Government Code) (the “Open Meetings Act”). Section 2.4. Quorum. A majority of the entire membership of the Board shall constitute a quorum to conduct official business of the Corporation. The act of a majority of the Board of Directors present at a meeting at which a quorum is in attendance shall constitute the act of the Board and of the Corporation, unless the act of a greater number is required by law. An action that may be taken at a meeting of the Board of Directors, including an action required by the Act to be taken at a meeting, may be taken without a meeting if each director signs a written consent providing the action to be taken. The consent has the same effect as a unanimous vote and may be stated as such in a document filed with the secretary of state Section 2.5. Conduct of Business. (a) At the meetings of the Board, matters pertaining to the business of the Corporation shall be considered in accordance with rules of procedure as from time to time prescribed by the Board. (b) The president shall preside at all meetings of the Board. In the absence of the president, the vice president shall preside. 50429380.1 - 3 - (c) The president shall be a voting member of the Board. (d) The secretary of the Corporation shall act as secretary of all meetings of the Board, but in the absence of the secretary, the presiding officer may appoint any person to act as secretary of the meeting. The treasurer and any assistant secretary may, at the option of the Board, be employees of the City and each member of the Board with the exception of the president, vice president, or secretary, may be appointed as assistant secretaries; provided, however, that to the extent the treasurer or any assistant secretary is an employee of the City such person shall not be a member of the Board. Section 2.6. Committees of the Board. The Board may designate two (2) or more directors or other persons to constitute a committee (including an advisory committee) of the Board to exercise such authority, as approved by resolution of the Board; provided, however, that all final, official actions of the Corporation may be exercised only by the Board. Each committee so designated shall keep regular minutes of the transactions of its meetings and shall cause such minutes to be recorded in books kept for that purpose in the principal office of the Corporation and any such meetings must be conducted in accordance with the provisions of the Open Meetings Act, if applicable. Section 2.7. Compensation of Directors. Directors shall not receive any salary or compensation for their services as directors. However, they shall be reimbursed for their actual expenses incurred in the performance of their official duties as directors. ARTICLE III OFFICERS Section 3.1. Titles and Terms of Office. (a) The officers of the Corporation shall be a president, a vice president, a secretary, and a treasurer, and such other officers as the Board may from time to time elect to fill a vacancy or as appointed by the Council. One person may hold more than one office, except that the president shall not hold the office of secretary. Initial officers shall serve for the terms disclosed in the Certificate of Formation. Thereafter, terms of office shall be for two (2) years with the term of office expiring on May 31September 30th of each year. Upon the expiration of the terms, each officer shall have the right to be reappointed or reelected. (b) All officers shall be subject to removal from office at any time by a vote of a majority of the Council. (c) A vacancy in the office of any director shall be filled by a vote of a majority of the Council. The remaining directors may recommend to the Council a person to be named to fill any such vacancy. Section 3.2. Powers and Duties of the President. The president shall be the chief operating executive officer of the Corporation, and, subject to the authority of the Board, the president shall be in general charge of the properties and affairs of the Corporation and execute all contracts, conveyances, franchises, bonds, deeds, assignments, mortgages, notes, and other 50429380.1 - 4 - instruments in the name of the Corporation. The president shall preside over the meetings of the Corporation. Section 3.3. Vice President. The vice president shall have such powers and duties as may be prescribed by the Board and shall exercise the powers of the president during that officer’s absence or inability to act. Any action taken by the vice president in the performance of the duties of the president shall be conclusive evidence of the absence or inability to act of the president at the time such action was taken. Section 3.4. Treasurer. The treasurer shall be the chief fiscal officer of the Corporation, and shall have the responsibility to see to the handling, custody, and security of all funds and securities of the Corporation in accordance with these Bylaws. When necessary or proper, the treasurer may endorse and sign, on behalf of the Corporation, for collection or issuance, checks, notes, and other obligations in or drawn upon such bank, banks, or depositories as shall be designated by the Board consistent with these Bylaws. The treasurer shall see to the entry in the books of the Corporation full and accurate accounts of all money received and paid out on account of the Corporation. The treasurer shall, at the expense of the Corporation, give such bond for the faithful discharge of his/her duties in such form, and amount as the Board or the Council may require. All check writing authority will follow all applicable City policies concerning authorizations, signatures and disbursements. Section 3.5. Secretary. The secretary shall keep the minutes of all meetings of the Board and books provided for that purpose, shall give and serve all notices, may sign with the president in the name of the Corporation, and/or attest the signature thereto, all contracts, conveyances, franchises, bonds, deeds, assignments, mortgages, notes, and other instruments of the Corporation, shall have charge of the corporate books, records, documents, and instruments, except the books of account and financial records and securities, and such other books and papers as the Board may direct, all of which shall at all reasonable times be open to public inspection upon application at the principal office of the Corporation during business hours, and shall in general perform all duties incident to the office of secretary subject to the control of the Board. Section 3.6. Executive Director. The City Manager, or his designee, will serve as the Executive Director of the Corporation to provide administrative support services for the Corporation and shall perform duties as prescribed by the Board and Council. The Executive Director shall not be a member of the Board. Section 3.7. General. The president, vice president, and the secretary shall be named from among the members of the Board. The treasurer and any assistant secretary may, at the option of the Board, be employees of the City. To the extent that the treasurer or any assistant secretary are employees of the City they shall not be members of the Board. The Executive Director shall retain legal counsel and financial advisors for the Corporation, subject to the approval of the majority of the Board. Section 3.8. Compensation. Officers who are members of the Board shall not receive any salary or compensation for their services, except that they shall be reimbursed for the actual expenses incurred in the performance of their official duties as officers. 50429380.1 - 5 - ARTICLE IV FUNCTIONAL CORPORATE DUTIES AND REQUIREMENTS Section 4.1. City of Schertz Economic Development Corporation Plan. (a) It shall be the duty and obligation of the Board to finance and implement the City of Schertz Economic Development Corporation Plan subject to approval or disapproval by Council. (b) In carrying out its obligations under subsection (a), the Corporation shall be authorized to exercise all rights and powers granted under the Act, including, but not limited to Chapter 501, Chapter 502, and Chapter 505 of the Act. (c) The Board shall at least annually submit reports to the Council as to the status of its activities in carrying out its obligations under this Section. (d) Any and all agreements between the Corporation and other parties shall be authorized, executed, and approved, and delivered in accordance with applicable law. Section 4.2. Annual Corporate Budget. Prior to the commencement of each fiscal year of the Corporation, the Board shall adopt a proposed budget of expected revenues from sources set out in Section 4.5 of this Article and proposed expenditures for the next ensuing fiscal year. The budget shall contain such classifications and shall be in such form as may be prescribed from time to time by the Council. The budget shall not be effective until the same has been approved by the Council. Section 4.3. Books, Records, Audits. (a) The Corporation shall keep and properly maintain in accordance with generally accepting accounting principles, complete books, records, accounts, and financial statements pertaining to its corporate funds, activities, and affairs. (b) At the direction of the Council, the books, records, accounts, and financial statements of the Corporation may be maintained for the Corporation by the accountants, staff and personnel of the City. (c) The Corporation, or the City if the option of subsection (b) is selected, shall cause its books, records, accounts, and financial statements to be studied at least once each fiscal year by an outside, independent auditing and accounting firm selected by Council and approved by the Board. Such an audit shall be at the expense of the Corporation. Section 4.4. Deposit and Investment of Corporation Funds. (a) All proceeds from loans or from the issuance of bonds, notes, or other debt instruments (“Obligations”) issued by the Corporation shall be deposited and invested as provided in the resolution, order, indenture, or other documents authorizing or relating to their execution or issuance. 50429380.1 - 6 - (b) Subject to the requirements of contracts, loan agreements, indentures, or other agreements securing Obligations, all other money of the Corporation, if any, shall be deposited, secured, and/or invested in the manner provided for the deposit, security, and/or investment of the public funds of the City. The Board, with Council approval, shall designate the accounts and depositories to be created and designated for such purposes, and the methods of withdrawal of funds therefrom for use by and for the purposes of the Corporation upon the signature of its treasurer and such other persons as the Board designates. The accounts, reconciliation, and investment of such funds and accounts shall be performed by the City Manager of the City, or his designee. Section 4.5. Expenditure of Corporate Money. The sales and use taxes collected pursuant to Chapter 501, Chapter 502, and Chapter 505 of the Act and the proceeds from the investment of funds of the Corporation, the proceeds from the sale of property, revenues generated by any Projects as defined in Chapter 501, Chapter 502, and Chapter 505 of the Act and payable to the Corporation or any other source of revenues that are payable to the Corporation, and the proceeds derived from the sale of Obligations, may be expended by the Corporation for any of the purposes authorized by the Act, the Certificate of Formation, the City’s Home Rule Charter, and the Election, subject to the following limitations: Expenditures that may be made from a fund created with the proceeds of Obligations, and expenditures of money derived from sources other than the proceeds of Obligations may be used for the purpose of financing or otherwise providing one or more Projects, as defined in Chapter 501, Chapter 502, and Chapter 505 of the Act and in accordance with the Election; All other proposed expenditures shall be made in accordance with and shall be set forth in the annual budget required by Section 4.2 or in contracts meeting the requirements of Section 4.1(d) of this Article. Section 4.6. Issuance of Obligations. No Obligations, including refunding obligations, shall be authorized or sold and delivered by the Corporation unless the Council approves such Obligations by action taken prior to the date of initial delivery of the Obligations to the initial purchasers thereof. ARTICLE V MISCELLANEOUS PROVISIONS Section 5.1. Principal Office. (a) The principal office and the registered office of the Corporation shall be the registered office of the Corporation specified in the Certificate of Formation. (b) The Corporation shall have and shall continually designate a registered agent at its office, as required by the Act. Section 5.2. Fiscal Year. The fiscal year of the Corporation shall be the same as the fiscal year of the City. 50429380.1 - 7 - Section 5.3. Seal. The seal, if any, of the Corporation shall be determined by the Board. Section 5.4. Resignations. Any director or officer may resign at any time. Such resignation shall be made in writing and shall take effect at the time specified therein, or, if no time is specified, at the time of its receipt by the president or secretary. The acceptance of resignation shall not be necessary to make it effective, unless expressly so provided in the resignation. Section 5.5. Approval or Advice and Consent of the Council. To the extent that these Bylaws refer to any approval by the City or refer to advice and consent by the Council, such advice and consent shall be evidenced by a certified copy of a resolution, ordinance, or motion duly adopted by the Council. Section 5.6. Services of City Staff and Officers. To the extent possible, the Corporation shall utilize the services and the staff employees of the City. All requests for staff time or inquiries of staff will be requested through the City Manager’s Office. Section 5.7. Indemnification of Directors, Officers and Employees. (a) As provided in the Act, the Corporation is, for the purposes of the Texas Tort Claims Act, as amended (Subchapter A, Chapter 101, Texas Civil Practices and Remedies Code), a governmental unit and its actions are governmental functions. (b) The Corporation shall indemnify each and every member of the Board, its officers and its employees and each member of the Council and each employee of the City, to the fullest extent permitted by law, against any and all liability or expense, including attorneys fees, incurred by any of such persons by reason of any actions or omissions that may arise out of the sanctions and activities of the Corporation. The legal counsel for the Corporation is authorized to provide a defense for members of the Board, officers, and employees of the Corporation. ARTICLE VI EFFECTIVE DATE, AMENDMENTS Section 6.1. Effective Date. These Bylaws shall become effective upon the approval of these Bylaws by the Council. Section 6.2. Amendments to Certificate of Formation and Bylaws. The Certificate of Formation of the Corporation and these Bylaws may be amended only in the manner provided in the Certificate of Formation and the Act. * * * Adopted: February 5, 201323, 2023 Agenda No. 5.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 14, 2023 Department:Engineering Subject:Resolution 23-R-24 - Consideration and/or action by the City Council of the City of Schertz, Texas, authorizing the City Manager to enter into Standard Utility Agreement with the State of Texas for the relocation of utilities – specifically the Riata Lift Station – along IH 35 in preparation for the IH 35 NEX Project. (B.James/K.Woodlee/E.Schulze) BACKGROUND Due to conflicts with the Texas Department of Transportation’s (TxDOT) proposed IH35 NEX Northbound Frontage Road project, the City of Schertz must relocate the existing Riata Lift Station and associated sewer mains.  The relocated improvements will be shifted approximately 60 feet away from the existing frontage road and will be located within a new site for the lift station and easement for the gravity and force mains leading to and from the lift station from Fairlawn Avenue. As is typical with utility relocations along interstate facilities necessitated by TxDOT improvements, the work is fully reimbursable.  Responsibilities of the City and TxDOT related to this relocation are outlined in a Standard Utility Agreement (SUA) funding reimbursement.  Project expenses include the following.    Professional Services $143,000 Property Acquisition $275,000 (estimated) Construction $2,400,000 (estimated) Total (reimbursable)$2,818,000 (estimated) GOAL The goal of Resolution 23-R-24 is to authorize a SUA with the State of Texas for the relocation of utilities due to TXDOT’s I35 NEX project. COMMUNITY BENEFIT The relocation of utilities will allow for the continuation of sewer service to residents and businesses along the IH 35 corridor. SUMMARY OF RECOMMENDED ACTION It is recommended that Council approves Resolution 23-R-24. FISCAL IMPACT Initial funding for the design work has been allocated from the City’s Water and Sewer Construction Reserves. Advance funding for the easement acquisition and construction of the utility relocations will be from Water and Sewer Construction Reserves.  The total project is expected to cost $2.8 million.  All project costs are reimbursable from the State of Texas due to this being an interstate highway. RECOMMENDATION Staff recommends that City Council approve Resolution 23-R-24, authorizing a SUA with the State of Texas for the relocation of utilities along Interstate Highway 35. Attachments Standard Utility Agreement  Res 23 R 24  Form ROW-U-35 (Rev.10/20) Page 1 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility STANDARD UTILITY AGREEMENT U Number: N/A Utility ID: U00014203 District: San Antonio County: Comal Federal Project No.: NH 1702(809) Highway: IH 35 ROW CSJ: 0016-05-116 From: Guadalupe/Comal County Line Highway Project Letting Date: 9/1/2026 To: FM 1103 This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission, (“State”), and City of Schertz, (“Utility”), acting by and through its duly authorized representative, shall be effective on the date of approval and execution by and on behalf of the State. WHEREAS, the State has deemed it necessary to make certain highway improvements as designated by the State and approved by the Federal Highway Administration within the limits of the highway as indicated above (the “Highway Project”); WHEREAS, the proposed Highway Project will necessitate the adjustment, removal, and/or relocation of certain facilities of the Utility as indicated in the following statement of work: Due to conflicts with the proposed I35 NEX Northbound Frontage Road paving, grading, and drainage improvements between centerline Sta. 1101+00 and Sta. 1105+00, the City of Schertz proposes to abandon their existing Riata Lift Station, portions of their existing 8- Inch Gravity Sewer Main, and portions of their existing 6-Inch Sewer Forcemain that are within the proposed TxDOT Right-of-Way. The existing City of Schertz utility infrastructure is currently located outside of the existing TxDOT Right-of-Way, within City of Schertz easement. The existing longitudinal utility improvements, the gravity sewer main and force main, total approximately 745 linear feet in length. The City of Schertz proposes to replace the existing lift station, gravity sewer main, and force main to be located outside of the proposed TxDOT Right-of-Way, within City of Schertz easement aquired for this project; and more specifically as shown in the Utility’s plans, specifications and estimated costs, which are attached hereto as Attachment “A”. WHEREAS, the State will participate in the costs of the adjustment, removal, and relocation of certain facilities to the extent as may be eligible for State and/or Federal participation. WHEREAS, the State, upon receipt of evidence it deems sufficient, acknowledges the Utility’s interest in certain lands and facilities that entitle it to reimbursement for the adjustment, removal, and relocation of certain of its facilities located upon the lands as indicated in the statement of work above. NOW, THEREFORE, BE IT AGREED: The State will pay to the Utility the costs incurred in adjustment, removal, and relocation of the Utility’s facilities up to the amount said costs may be eligible for State participation. All conduct under this agreement, including but not limited to the adjustment, removal, and relocation of the facility, the development and reimbursement of costs, any environmental requirements, and retention of records will be in accordance with all applicable federal and state laws, rules and regulations, including, without limitation, the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act, 42 U.S.C. §§ 4601, et seq., the National Environmental Policy Act, 42 U.S.C. §§ 4321, et seq., the Buy America provisions of 23 U.S.C. § 313 and 23 CFR 635.410, as amended, Texas Transportation Code § 223.045, the Utility Relocations, Adjustments, and Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645, Subpart B. Form ROW-U-35 (Rev. 10/20) Page 2 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility The Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules, regulations, and guidelines prior to the commencement of the adjustment, removal, and relocation of the facility. The Utility shall not commence any physical work, including without limitation site preparation, on the State’s right of way or future right of way, until TxDOT provides the Utility with written authorization to proceed with the physical work upon TxDOT’s completion and clearance of its environmental review of the Highway Project. Any such work by the Utility prior to TxDOT’s written authorization to proceed will not be eligible for reimbursement and the Utility is responsible for entering any property within the proposed limits of the Highway Project that has not yet been acquired by TxDOT. This written authorization to proceed with the physical work is in addition to the authorization to commence work outlined below. Notwithstanding the foregoing, the provisions of this paragraph are required only when TxDOT has not obtained completion and clearance of its environmental review of the Highway Project prior to the execution of this Agreement by the State and the Utility. The Utility shall comply with the Buy America provisions of 23 U.S.C. § 313, 23 CFR 635.410, as amended, and the Steel and Iron Preference provisions of Texas Transportation Code § 223.045 and, when products that are composed predominately of steel and/or iron are incorporated into the permanent installation of the utility facility, use domestically manufactured products. TxDOT Form 1818 (Material Statement), along with all required attachments, must be submitted, prior to the commencement of the adjustment, removal, and relocation of the facility, as evidence of compliance with the aforementioned provisions. Failure to submit the required documentation or to comply with the Buy America, and Steel and Iron Preference requirements shall result in: (1) the Utility becoming ineligible to receive any contract or subcontract made with funds authorized under the Intermodal Surface Transportation Efficiency Act of 1991; (2) the State withholding reimbursement for the costs incurred by the Utility in the adjustment, removal, and relocation of the Utility’s facilities; and (3) removal and replacement of the non- compliant products. The Utility agrees to develop relocation or adjustment costs by accumulating actual direct and related indirect costs in accordance with a work order accounting procedure prescribed by the State, or may, with the State’s approval, accumulate actual direct and related indirect costs in accordance with an established accounting procedure developed by the Utility. Bills for work hereunder are to be submitted to the State not later than one (1) year after completion of the work. Failure to submit the request for final payment, in addition to all supporting documentation, within one (1) year after completion of the work may result in forfeiture of payment for said work. When requested, the State will make intermediate payments at not less than monthly intervals to the Utility when properly billed. Such payments will not exceed 90 percent (90%) of the eligible cost as shown in each such billing. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. The State will, upon satisfactory completion of the adjustment, removal, and/or relocation and upon receipt of final billing prepared in an approved form and manner and accounting for any intermediate payments, make payment in the amount of 90 percent (90%) of the eligible costs as shown in the final billing prior to audit and after such audit shall make an additional final payment totaling the reimbursement amount found eligible for State reimbursement. Alternatively, the State agrees to pay the Utility an agreed lump sum of $ as supported by the attached estimated costs. The State will, upon satisfactory completion of the adjustments, removals, and relocations and upon receipt of a final billing, make payment to the Utility in the agreed amount. Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Utility to perform such work diligently and to conclude said adjustment, removal, and relocation by the stated completion date which is attached hereto in Attachment “C”. The completion date shall be extended for delays caused by events outside the Utility’s control, including an event of Force Majeure, which shall include a strike, war or act of war (whether an actual declaration of war is made or not), insurrection, riot, act of public enemy, accident, fire, flood or other act of God, sabotage, or other events, interference by the State or any other party with the Utility’s ability to proceed with the work, or any other event in which the Utility has exercised all due care in the prevention thereof so that the causes of other events are beyond the control and without the fault or negligence of the Utility. This agreement in its entirety consists of the following elements: Form ROW-U-35 (Rev. 10/20) Page 3 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Standard Utility Agreement – ROW-U-35; • Plans, Specifications, and Estimated Costs (Attachment “A”); • Accounting Method (Attachment “B”); • Schedule of Work (Attachment “C”); • Statement Covering Contract Work – ROW-U-48 (Attachment “D”); • Utility Joint Use Agreement – ROW-U-JUA and/or Utility Installation Request – Form 1082 (Attachment “E”); • Eligibility Ratio (Attachment “F”); • Betterment Calculation and Estimate (Attachment “G”); and • Proof of Property Interest – ROW-U-Affidavit (Attachment “H”). All attachments are included herein as if fully set forth. In the event it is determined that a substantial change from the statement of work contained in this agreement is required, reimbursement therefore shall be limited to costs covered by a modification or amendment of this agreement or a written change or extra work order approved by the State and the Utility. This agreement is subject to cancellation by the State at any time up to the date that work under this agreement has been authorized, and such cancellation will not create any liability on the part of the State. However, the State will review and reimburse the Utility for eligible costs incurred by the Utility in preparation of this Agreement. The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. The Utility by execution of this agreement does not waive any of the rights that the Utility may have within the limits of the law. It is expressly understood that the Utility conducts the adjustment, removal, and relocation at its own risk, and that the State makes no warranties or representations regarding the existence or location of utilities currently within its right of way. Form ROW-U-35 (Rev. 10/20) Page 4 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. UTILITY EXECUTION RECOMMENDED: Utility: City of Schertz Name of Utility Director of TP&D (or designee), District By: Authorized Signature THE STATE OF TEXAS Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. Steve Williams, ICMA-CM, MPA, CGFO Print or Type Name Title: City Manager Date: By: District Engineer (or designee) Date: Form ROW-U-35 (Rev. 10/20) Page 5 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “A” Plans, Specifications, and Estimated Costs All material items within cost estimate that must meet Buy America or Steel and Iron Preference Provision requirements must be indicated with an asterisk (*). Currently, we do not have Buy America required materials planned for this project. In the event that Buy America compliant materials are used during construction on this project, compliance documentation will be provided. There are non-domestic iron and steel materials in this project that fall under the De Minimus equation. Calculation showing the total cost does not exceed one-tenth of one percent (0.1 %) of the individual utility agreement amount or $2,500.00, whichever is greater is required. We understand the Buy America Compliance Requirements and will supply the required documentation to TxDOT indicating compliance with this provision. The following documents will be supplied prior to installation of the materials: 1) Form 1818 - Material Statement 2) Material Test Reports or Certifications January 30, 2023 N.T.S. LOCATION MAP DAVID KNEUPER P.E. LICENSE NO. 96676 JO B N O . 8 0 0 2 - 1 5 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S CONSTRUCTION PLANS FOR PROJECT SITE IH-35, SCHERTZ TX IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS 100% REVIEW SET FM 2623 GUAD A L U P E C O U N T Y IH-3 5 F A I R L A W N A V E . Sheet List Table Sheet Number Sheet Title COVER SHEET CS-1 COVER SHEET GENERAL NOTES GN-1 GENERAL NOTES GN-2 TCEQ GENERAL NOTES 1 OF 2 GN-3 TCEQ GENERAL NOTES 2 OF 2 DEMO SHEET DM-1 DEMO SHEET 1 OF 2 DM-2 DEMO SHEET 2 OF 2 LIFT STATION DESIGN LS-1 LIFT STATION SITE PLAN LS-2 LIFT STATION GRADING, EROSION & SEDIMENTATION CONTROL PLAN LS-3 DIMENSION CONTROL SHEET LS-4 OFF-SITE 8'' GRAVITY MAIN LS-5 OFF-SITE 6'' FORCE MAIN LS-6 LIFT STATION PLAN VIEW SHEET LS-7 LIFT STATION PROFILE VIEW SHEET LS-8 WET WELL AND PIPING DETAILS SHEET 1 OF 3 LS-9 WET WELL AND PIPING DETAILS SHEET 2 OF 3 LS-10 WET WELL AND PIPING DETAILS SHEET 3 OF 3 LS-11 FLATWORK DETAILS LS-12 DETAILS 1 OF 3 LS-13 DETAILS 2 OF 3 LS-14 DETAILS 3 OF 3 STRUCTURAL SHEETS S-1 WET WELL STRUCTURAL NOTES S-2 WET WELL PLANS S-3 WET WELL SECTION ELECTRICAL SHEETS E-01 ELECTRICAL ABBREVIATIONS, LEGENDS, AND GENERAL NOTES E-02 ELECTRICAL SITE PLAN - DEMOLITION E-03 ELECTRICAL SITE PLAN - PROPOSED E-04 ELECTRICAL ONE-LINE DIAGRAM E-05 ELECTRICAL CONTROL AND SCHEMATICS DIAGRAMS E-06 ELECTRICAL SCHEMATIC DIAGRAM E-07 ELECTRICAL SCHEDULES E-08 GENERATOR DETAILS SHEET 1 E-09 GENERATOR DETAILS SHEET 2 E-10 ELECTRICAL DETAILS SHEET 1 E-11 ELECTRICAL DETAILS SHEET 2 E-12 ELECTRICAL DETAILS SHEET 3 E-13 ELECTRICAL DETAILS SHEET 4 JOB NO. 8032-03 SHEET CS-1 OF 36 NOTES: 1.ENGINEERING STAMPED APPROVED CIVIL SHEETS MUST BE INCLUDED WHEN SENDING THE REVISED CONSTRUCTION PLANS. 2.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE CITY OF SCHERTZ ADOPTED CODES AND ORDINANCES EVEN IF NOT SPECIFICALLY MENTIONED OR IDENTIFIED WITHIN THIS DOCUMENT. 3.COMPLY WITH THE FOLLOWING: 3.1.UNIFIED DEVELOPMENT CODE CITY CODE OF ORDINANCES CHAPTER 18 BUILDINGS AND BUILDING REGULATIONS. 4.PROVIDE A SPECIAL INSPECTIONS LETTER IN COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE SECTIONS 1704-SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS AND 1705-REQUIRED VERIFICATION AND INSPECTION. 5.USE ONLY PLANNING APPROVED SITE PLAN. COM A L C O U N T Y H U B E R T U S R D . FM 4 8 2 UTILITY ENGINEERING GROUP PLLC Texas Engineering Firm F-18712 191 N. Union Ave NEW BRAUNFELS, TEXAS 78130 PH: (830) 214-0521 UEG UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG GENERAL NOTES 1.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNITY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2.CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL RESPECTIVE GOVERNMENTAL OR UTILITY AGENCIES AFFECTED BY CONSTRUCTION 72 HOURS PRIOR TO STARTING CONSTRUCTION. ANY TIE-IN SHALL BE COORDINATED BY THE CONTRACTOR WITH THE PUBLIC WORKS DEPARTMENT, AT LEAST 48 HOURS IN ADVANCE. 3.CONTRACTOR IS REQUIRED TO VERIFY PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO SIGNIFY VERTICAL AND HORIZONTAL ALIGNMENT. 4.ANY DISCREPANCY OR CONFLICT WITHIN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. DISCREPANCIES OR CONFLICTS NOT BROUGHT TO THE ENGINEERS ATTENTION AND CLARIFIED DURING BIDDING OF THE PROJECT WILL BE DEEMED TO HAVE BEEN BID OR PROPOSED IN THE MORE COSTLY MANNER, AND THE BETTER QUALITY OR GREATER QUANTITY OF THE WORK SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH ENGINEERS INTERPRETATION. ALL ITEMS, WORK, AND IMPROVEMENTS SHOWN OR INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE COMPLETED FOR THE PRICES BID, WHETHER OR NOT A SEPARATE PAY ITEM IS INCLUDED IN THE CONTRACT. 5.THE CONTRACTOR SHALL MAINTAIN "AS-BUILT" DRAWINGS THROUGH THE COURSE OF CONSTRUCTION AND SHALL SUBMIT SAME TO THE ENGINEER FOR APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE WORK BY OWNER. 6.THE CONTRACTOR WILL SELECT, EMPLOY, AND PAY FOR SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM INSPECTION AND TESTING IDENTIFIED IN THE PUBLIC WORKS TECHNICAL SPECIFICATION SECTION 01452. EMPLOYMENT OF A TESTING LABORATORY BY THE CONTRACTOR SHALL NOT RELIEVE CONTRACTOR OF ITS OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. COPIES OF REPORTS TO BE SUBMITTED TO THE CITY FOR REVIEW. 7.THE CONTRACTOR SHALL FURNISH ALL ASSISTANCE REQUIRED OF HIM BY ALL INSPECTORS IN OBTAINING SAMPLES AT THE EXPENSE OF THE CONTRACTOR. 8.IF IN THE OPINION OF THE INSPECTOR, BASED ON TESTING SERVICE REPORTS AND INSPECTION, MATERIALS OR COMPACTION ARE BELOW THE SPECIFIED REQUIREMENTS THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AND RE-TEST TO OBTAIN THE SPECIFIED PARAMETERS AT NO ADDITIONAL EXPENSE. 9.DESIGN STANDARDS REQUIRED: A.PROJECT CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS. B.CITY OF SCHERTZ PUBLIC WORKS STANDARD CONSTRUCTION SPECIFICATIONS. 10.UNLESS OTHERWISE SHOWN IN THESE PLANS, SIDEWALKS WILL BE CONSTRUCTED CONCURRENT WITH MAIN LOT STRUCTURE. 11.ROUGH GRADING MUST BE DONE ON ALL LOTS PRIOR TO SUBDIVISION PRELIMINARY ACCEPTANCE. 12.ALL PAVEMENTS, DRIVEWAYS, SIDEWALKS, CURBING, GUTTERS, FENCES, POLES, MAILBOXES, SIGNS, TREES, SHRUBBERY, LAWNS, SOD OR OTHER PROPERTY AND SURFACE STRUCTURES ON OR ADJACENT TO THE PROJECT SITE NOT SHOWN TO BE REMOVED IN PLANS, THAT ARE DAMAGED, DISTURBED, REMOVED OR DESTROYED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED OR RETURNED TO A CONDITION EQUAL TO THAT BEFORE THE WORK BEGAN. CONTRACTOR TO SUPPORT AND KEEP INTACT STORM DRAINS AND INLET STRUCTURES. ANY DAMAGES INCURRED WILL BE AT CONTRACTOR'S EXPENSE. UTILITIES 13.DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.181, THE LOCAL GAS COMPANY. MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA. 14.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES INDICATED IN THESE PLANS ARE TAKEN FROM THE BEST RECORDS AVAILABLE AND ARE NOT GUARANTEED, BUT SHALL BE INVESTIGATED AND VERIFIED BY THE CONTRACTOR BEFORE STARTING WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO, AND FOR MAINTENANCE AND PROTECTION OF THE EXISTING UTILITIES EVEN IF THEY ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL CONTACT ANY UTILITIES ENCOUNTERED FORTY-EIGHT HOURS (48) HOURS PRIOR TO EXCAVATION OPERATION. 15.THE FOLLOWING IS A LIST OF TELEPHONE NUMBERS OF THE UTILITY LOCATORS FOR THE VARIOUS UTILITIES THAT MAY BE ENCOUNTERED: TEXAS ONE CALL .................................................. 1-800-245-4545 (1-800-DIG-TESS) C.C.M.A. .................................................................. (210)-658-6241 CITY PUBLIC SERVICE........................................... 1-800-545-6005 CENTERPIONT ENERGY ENTEX........................... (210)-659-6788 G.V.E.C. ................................................................... (210)-672-2871 NEW BRAUNFELS UTILITY..................................... (830)-629-8400 TIME WARNER CABLE............................................ (210)-352-4472 AT&T......................................................................... 1-800-828-5127 TxDOT NEW BRAUNFELS....................................... 1-800-644-4773 CITY OF SCHERTZ PUBLIC WORKS DEPT............ (210)-619-1800 GREEN VALLEY WATER DISTRICT........................ (830)-914-2330 SCHERTZ SEGUIN LOCAL GOV'T CORP............... (830)-401-2409 GREEN VALLEY TELEPHONE COMPANY.............. (830)-885-8277 GREEN VALLEY SPECIAL UTILITY DISTRICT........ (830)-914-2330 16.NO VALVES IN THE OWNER'S WATER DISTRIBUTION SYSTEM SHALL BE OPERATED BY THE CONTRACTOR WITHOUT PRIOR PERMISSION OF THE OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN A VALVE IS TO BE OPERATED AND SHALL ONLY OPERATE THE VALVE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. COORDINATE ALL SHUTDOWN OF MAINS FOR TIE-INS WITH OWNER 72 HOURS PRIOR TO WORK BEING COMPLETED. THE CONTRACTOR SHALL INSPECT THE MATERIALS FOR DEFECTS AT THE TIME THEY ARE UNLOADED, AND ANY MATERIALS FOUND DEFECTIVE SHALL BE REMOVED FROM THE SITE. ALL WATER WORKS MATERIAL OR SCRAP OF WHATEVER NATURE REMOVED BY THE CONTRACTOR IN THE COURSE OF THE WORK SHALL REMAIN THE PROPERTY OF THE OWNER. SALVAGED MATERIALS SHALL BE DELIVERED TO AND UNLOADED AT THE CITY PUBLIC WORKS DEPARTMENT BY THE CONTRACTOR UNDER OBSERVATION OF AND AT THE DIRECTION OF THE OWNER. ITEMS TOO HEAVY TO BE HANDLED MANUALLY WILL BE UNLOADED BY EQUIPMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS UNTIL THEY HAVE BEEN TURNED IN TO THE OWNER AND UNTIL A RECEIPT FOR THEM HAS BEEN ISSUED BY THE OWNER. 17.PLUG EXISTING SEWER BEFORE INSTALLING ANY NEW SEWER MAIN. 18.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT EXISTING SANITARY SEWER LATERALS AND WATER SERVICES SHOWN IN PLANS. ANY REPAIRS TO BE MADE AT CONTRACTORS EXPENSE. 19.PROVIDE BLUE PANTED "V" ETCHED IN CURB TO IDENTIFY VALVES. PROVIDE BLUE PANTED "X" ETCHED IN CURB TO IDENTIFY METER BOXES. 20.NEW WATER MAINS TO BE PVC C900 DR14, UNLESS OTHERWISE SHOWN IN PLANS AND APPROVED BY PUBLIC WORKS OR ENGINEERING. HYDROSTATIC TESTING WILL BE PERFORMED UNDER THE SUPERVISION OF THE CITY INSPECTOR AT 200 PSI FOR 4 HOURS. 21.CONTRACTORS SHOULD USE HTH FOR DISINFECTION OF WATER LINES (NOT CHLORINE INJECTION) UNLESS APPROVED OTHERWISE PRIOR TO ISSUANCE OF PERMIT. 22.NEW WATERLINES SHALL BE TIED INTO EXISTING WATER SYSTEM UNDER THE SUPERVISION OF CITY PERSONNEL NO LATER THAN 14 DAYS AFTER PASSING BACTERIOLOGICAL TESTS. 23.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NO OVERFLOWS OR SPILLAGE OF SEWER OCCURS. SHOULD THIS OCCUR, THE CONTRACTOR SHALL: A.IDENTIFY THE SOURCE OF THE SPILL AND ATTEMPT TO ELIMINATE ANY ADDITIONAL SPILLAGE. B.NOTIFY THE CITY OF SCHERTZ PUBLIC WORKS. C.CONTAIN THE SPILL IN PLACE AND AVOID CONTAMINATION OF STREAMS. D.DISINFECT THE AREA OF THE SPILL WITH A MIXTURE OF HTH CHLORINE AND WATER. E.ALL WORK SHALL BE DONE ACCORDING TO GUIDELINES SET BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY AND THE CITY OF SCHERTZ. 24.CONTRACTOR TO PROVIDE NOTICE TO RESIDENTS OF SHUTDOWN OF MAIN. CONTRACTOR TO NOTIFY RESIDENTS OF WORK WITHIN THEIR PROPERTY AND OF THE RELOCATION OF METERS. ANY COMPLAINTS BY RESIDENTS ARE TO BE PASSED IMMEDIATELY TO THE CITY INSPECTOR OR TO THE MAIN PUBLIC WORKS OFFICE. TAKE APPROPRIATE MEASURES TO PROTECT EXISTING SANITARY SEWER LATERALS SHOWN IN PLANS. ANY REPAIRS TO BE MADE AT CONTRACTORS EXPENSE. 25.ABANDONED CUSTOMER LINES SHALL BE CAPPED OR PLUGGED AT THE PROPERTY LINE. 26.ASBESTOS PIPE REMOVAL AND DISPOSAL IS THE CONTRACTORS RESPONSIBILITY. TREES & VEGETATION 27.THE CONTRACTOR SHALL VERIFY WHICH TREES ARE TO BE SAVED AND PROTECTED PRIOR TO COMMENCING CONSTRUCTION. DURABLE FENCE PROTECTION BARRIERS SHALL BE INSTALLED AROUND ALL TREES TO BE SAVED WITH FENCE PLACEMENT A MINIMUM OF 10 FEET FROM TREE CANOPY OR THE DRIP LINE, WHICHEVER IS GREATER. 28.THE CONTRACTOR SHALL NOT DISTURB AREAS AROUND EXISTING TREES TO BE SAVED. 29.THE CONTRACTOR SHALL PROTECT EXISTING GRASS, LANDSCAPING AND TREES NOT IN DIRECT CONFLICT WITH PROPOSED IMPROVEMENTS DURING CONSTRUCTION. GRASSED AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR WITH TOPSOIL AND SODDED. 30.THE CONTRACTOR SHALL REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOIL, DEBRIS, AND DELETERIOUS MATERIALS IN CONFLICT WITH IMPROVEMENTS. 31.AFTER THE CONTRACTOR HAS REMOVED MATERIALS AS DESCRIBED ABOVE, HE SHALL STRIP SUITABLE TOPSOIL AND STOCKPILE FOR LANDSCAPING USE. 32.THE CONTRACTOR SHALL EXERCISE EXTRA CARE TO AVOID DAMAGE TO TREES AND ORNAMENTAL SHRUBS PLANTED AND MAINTAINED BY PROPERTY OWNERS IN THE TERRACES FRONTING THEIR PROPERTY. 33.CONTRACTOR SHALL COMPENSATE OWNER FOR DAMAGE TO TREES NOT SHOWN TO BE REMOVED IN PLANS. 34.OAK TREES DAMAGED DURING CONSTRUCTION SHALL BE SEALED WITHIN SIX HOURS OF DAMAGE TO PREVENT INFECTION BY OAK WILT. NPDES 35.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND IMPLEMENTATION OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP), INCLUDING COMPLYING WITH ALL APPLICABLE REGULATIONS RELATED TO NPDES & TPDES, AND SUBMITTING REQUIRED NOTIFICATION OF INTENT AND TERMINATION. THIS IS TO BE PAID FOR UNDER "STORM WATER POLLUTION PREVENTION PLAN" ITEM. 36.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE CONDITIONS DURING CONSTRUCTION AND UNTIL THE PROJECT IS ACCEPTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE STORMWATER POLLUTION PREVENTION PLAN, UNDERSTAND THE REQUIREMENTS FOR THE PLAN, AND SHALL BE RESPONSIBLE FOR IMPLEMENTING THE PLAN. THIS IS TO BE INCLUDED UNDER SECTION 01410 "STORM WATER POLLUTION PREVENTION PLAN". ALL FINES IMPOSED FOR NOT IMPLEMENTING OR MAINTAINING SWPPP MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TRAFFIC 37.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENCES AND BUSINESSES. 38.THE CONTRACTOR SHALL PROVIDE ACCESS FOR THE DELIVERY OF MAIL BY THE U.S. POSTAL SERVICE. 39.THE CONTRACTOR WILL BE REQUIRED TO FURNISH BARRICADES, WARNING SIGNS, LIGHTS, FLARES, FLAGS, FLAGMEN, ETC. WHERE NECESSARY AND AS DIRECTED BY THE ENGINEER, PARTICULARLY IN THOSE AREAS OF IMMEDIATE WORK. 40.BATTERY FLASHERS SHALL BE USED AND NUMBER SHALL BE EQUAL OR GREATER THAN INDICATED ON BARRICADING STANDARDS. WHEN A CLASS I BARRICADE PANEL OR CLASS II BARRICADE IS USED, EACH SHOULD BE EQUIPPED WITH A MINIMUM OF TWO (2) LIGHTS. ALL WARNING SIGNS NOT MOUNTED ON BARRICADES SHALL HAVE ONE (1) LIGHT. 41.BATTERY FLASHERS SHALL CONFORM TO PART V, SECTION D, LIGHTING DEVICES, TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 42.CONTRACTOR RESPONSIBLE FOR SUBMITTING A TRAFFIC CONTROL PLAN, PREPARED BY A REGISTERED PROFESSIONAL ENGINEER, TO THE CITY FOR APPROVAL 5 WORKING DAYS PRIOR TO COMMENCING WORK. PLAN SHOULD FOLLOW REQUIREMENTS OF TMUTCD, LATEST EDITION. 43.ALL TRENCHING AND CUT PAVEMENT SHALL BE RESTORED SUCH THAT LOCAL ACCESS MAY BE RESUMED AS SOON AS POSSIBLE. 44.RESTRICT TOTAL LENGTH OF DISTRIBUTED MATERIALS ALONG THE ROUTE OF CONSTRUCTION TO 1,000 LINEAR FEET UNLESS OTHERWISE APPROVED IN WRITING BY PUBLIC WORKS. 45.MAINTAIN THROUGH TRAFFIC ALONG ALONG ANY PUBLIC ROADWAYS FOR THE DURATION OF THE PROJECT. 46.COORDINATE SHUT DOWN ROAD WITH CITY OF SCHERTZ 5 DAYS PRIOR TO SHUTDOWN. SITE RESTORATION: 47.RESTORATION OF PROJECT AREA AFFECTED BY CONSTRUCTION ACTIVITIES IN PUBLIC AND PRIVATE PROPERTY, INCLUDING RIGHT-OF-WAYS AND EASEMENTS (TOPSOIL AND HYDROMULCH), PAVEMENT, DRIVEWAYS, DRAINAGE STRUCTURES, FENCES, LAWNS (TOPSOIL AND BLOCK SODDING), AND LANDSCAPING WILL BE COVERED BY SPECIFICATION AND BID ITEM “SITE RESTORATION”. 48.PAYMENT FOR RESTORATION OF PROJECT SITE DISTURBED BY UTILITY CONSTRUCTION OPERATIONS IS ON A LINEAR FOOT. MEASUREMENT WILL BE AS PROVIDED FOR CORRESPONDING UTILITY IN EACH SPECIFICATION SECTION. NO SEPARATE PAYMENT MADE FOR BRANCH PIPE, VALVES, SERVICES, YARD PIPING AND OTHER ASSOCIATED WORK FOR UTILITIES. MEASUREMENT FOR RESTORATION WITH MULTIPLE UTILITIES WITHIN THE SAME RIGHT-OF-WAY WILL BE ON A LINEAR FOOT BASIS FOR ONLY ONE UTILITY. 49.PAYMENT INCLUDES REQUIRED SITE RESTORATION WITHIN THE RIGHT-OF-WAY OR EASEMENT REGARDLESS OF SIZE OR TYPE OF PIPE, METHOD OF CONSTRUCTION, PAVED OR UNPAVED AREAS OR THICKNESS AND WIDTH OF PAVEMENT. 50.NO SEPARATE PAYMENT MADE FOR SITE RESTORATION FOR SERVICE CONNECTIONS OR YARD PIPING UNDER THIS SECTION. INCLUDE COST IN APPROPRIATE ITEM. 51.ALL DISTURBED AREAS TO BE RE-VEGETATED TO 85% OF APPROVED GRASSES PRIOR TO THE ACCEPTANCE OF PERMIT CLOSEOUT. 52.ROUGH GRADING, INCLUDING TREE REMOVAL MUST BE DONE ON ALL LOTS PRIOR TO SUBDIVISION PRELIMINARY ACCEPTANCE. TXDOT NOTE: 53.NO WORK AND NO STORAGE OF MATERIALS WILL BE PERFORMED IN TXDOT RIGHT-OF-WAY, UNLESS THE APPROPRIATE DENSITIES HAVE BEEN OBTAINED. 54.ALL TXDOT REQUIRED PERMITS MUST BE OBTAINED AND PROVIDED BY THE CITY BY THE CONTRACTOR. ALL PERMITS FOR UTILITY WORK WITHIN THE TXDOT R.O.W. WILL BE OBTAINED AND PROVIDED TO THE CITY. ALL PLANS AND REQUIRED SUBMITTALS WILL BE PROVIDED BY THE CONTRACTOR AT REQUEST OF THE CITY. CONTRACTOR REQUIREMENTS FOR SITE CLEARING, GRADING, AND EROSION CONTROL DESIGN AND CONSTRUCTION NOTES. 55.NO DISTURBANCE OF PROPOSED CONSERVATION EASEMENTS, NATURAL BUFFERS, OR WATER BODIES IS PERMITTED. THE CONTRACTOR SHALL LOCATE THESE AREAS ON SITE AND BARRICADE THEM TO AVOID ANY UNAUTHORIZED CLEARING. BARRICADES AND OTHER PROTECTIVE FENCING ARE TO BE LOCATED AT THE DRIP LINE OF EXISTING NATIVE TREES OR A MINIMUM OF 10 FEET FROM TREE CANOPY OR THE DRIP LINE, WHICHEVER IS GREATER. 56.SPECIMEN AND HISTORIC TREES, CONSERVATION EASEMENTS, NATURAL VEGETATION BUFFERS, AND SIMILAR AREAS MUST BE PROTECTED BY BARRICADES OR FENCING PRIOR TO CLEARING. BARRICADES ARE TO BE SET AT THE DRIP LINE OF THE TREES AND MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. BARBED WIRE IS NOT PERMITTED AS A PROTECTIVE BARRIER. 57.WHERE A CHANGE OF GRADE OCCURS AT THE DRIP LINE OF A SPECIMEN TREE, SILT FENCES WILL BE REQUIRED DURING CONSTRUCTION AND RETAINING WALLS MUST BE INSTALLED PRIOR TO FINAL ACCEPTANCE BY THE CITY. 58.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL PROTECTIVE VEGETATION BARRICADES AND EROSION CONTROL STRUCTURES AND MEASURES IN PLACE PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK, INCLUDING PRELIMINARY GRUBBING. THESE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY CONSTRUCTION FENCES, SYNTHETIC JUTE BALES, WATTLES, &/OR HAVE BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED, SILT FENCES, AND FLOATING TURBIDITY BARRIERS. FURTHER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL EROSION CONTROL DEVICES THROUGHOUT THE DURATION OF THE ENTIRE PROJECT. MAINTENANCE SHALL INCLUDE PERIODIC INSPECTION AND REMOVAL OF DEBRIS ABUTTING EROSION CONTROL DEVICES. 59.PRIOR TO THE INSTALLATION OF ANY FILL MATERIALS ON SUBJECT SITE, SILT FENCES SHALL BE INSTALLED (1) ALONG SUBJECT SITE BOUNDARY AND PROPERTY LINES, (2) AT THE EDGE OF CONSERVATION EASEMENTS AND WETLANDS, (3) ADJACENT TO NATURAL LANDSCAPE BUFFERS, (4) AROUND THE PERIMETER OF EXISTING STORM WATER TREATMENT FACILITIES, AND (5) AT ANY ADDITIONAL AREAS THAT THE CITY DEEMS NECESSARY TO BE PROTECTED FROM POTENTIAL EROSION IMPACTS DURING CONSTRUCTION. THESE CONDITIONS SHALL APPLY IN ALL INSTANCES WHERE FILL MATERIAL IS BEING INSTALLED WITHIN 25 FEET OF ANY OF THE AFOREMENTIONED LOCATIONS. WHILE THESE ITEMS REPRESENT THE MINIMUM REQUIREMENTS, THE CITY RESERVES THE RIGHT TO IMPOSE ADDITIONAL PROTECTIVE MEASURES, AS DETERMINED DURING ACTUAL SITE VISITS CONDUCTED AS PART OF THE STANDARD REVIEW OF THE SITE THROUGHOUT PROJECT CONSTRUCTION. 60.AT A MINIMUM, THE CONTRACTOR SHALL SEED AND/OR MULCH ALL DISTURBED AREAS. 85% SUFFICIENT GRASS COVERAGE IS TO BE ESTABLISHED BEFORE PERMIT EXPIRATION. 61.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR THROUGH SCHEDULING, TO MINIMIZE THE DISTURBANCE OF SITE AREAS THAT HAVE BEEN BROUGHT TO THEIR PROPOSED FINAL GRADE. WITHIN SEVEN (7) DAYS OF BRINGING A SUBJECT AREA TO ITS FINAL GRADE OR INACTIVITY IN CONSTRUCTION, THE CONTRACTOR SHALL INSTALL SEED AND MULCH OR SOD, AS REQUIRED. ANY PROJECT THAT IS INACTIVE FOR A PERIOD OF 30 DAYS OR MORE SHALL BE STABILIZED TO THE SATISFACTION OF THE CITY OF SCHERTZ. 62.ONCE AN AREA IS SEEDED OR SODDED, IT MUST BE MAINTAINED BY THE CONTRACTOR TO ALLOW THE GRASS TO BECOME ESTABLISHED. IF THE GRASS IS NOT ESTABLISHED WITHIN TWO WEEKS THE CITY MAY REQUIRE THE CONTRACTOR TO RE-SEED OR A NON-VEGETATIVE OPTION MAY BE EMPLOYED. 63.ABSOLUTELY NO BURYING OF CLEARED MATERIALS IS PERMITTED. 64.THE REMOVAL OF ALL VEGETATION AND TOPSOIL ON THE FUTURE ROADWAY, PARKING AND BUILDING LOT AREAS IS REQUIRED TO BE COMPLETED PRIOR TO THE PLACEMENT OF FILL ON THOSE AREAS. THE TOPSOIL MAY BE TEMPORARILY STOCKPILED AND USED AS TOPSOIL OVER OVER PROPOSED GREEN AREAS SUCH AS PLANT BEDS, SODDED AREAS, AND WHERE TREES ARE TO BE INSTALLED OR RELOCATED. 65.A SIGNED, DATED, AND SEALED LETTER FROM A SOILS ENGINEER OR THE ENGINEER OF RECORD CERTIFYING THAT THE AREAS TO BE FILLED HAVE BEEN STRIPPED OF ORGANIC MATERIALS, MUST BE SUBMITTED TO THE CITY PRIOR TO FILLING. 66.FILL MATERIAL IS TO BE PLACED IN ONE FOOT LIFTS AND COMPACTED TO THE APPROPRIATE DENSITY (95% FOR PAVED AREAS AND 95% FOR BUILDING PADS AND ALL OTHER AREAS AS PER ASTM D-698). 67.DURING SUBDIVISION DEVELOPMENT WHEN FUTURE BUILDING LOTS ARE FILLED AS PART OF THE OVERALL SUBDIVISION IMPROVEMENTS, COMPACTION TEST REPORTS MUST BE PERFORMED ON THE BUILDING LOTS AT 300 FOOT INTERVALS. THESE TESTS ARE TO BE PERFORMED IN ONE-FOOT VERTICAL INCREMENTS. THE RESULTS OF THESE TESTS ARE TO BE SUBMITTED TO THE CITY UPON COMPLETION OF THE TESTS. 68.IF ANY MUCK MATERIAL IS DISCOVERED, IT SHALL BE REQUIRED TO BE REMOVED AND REPLACED WITH A SUITABLE MATERIAL THAT IS PROPERLY BACKFILLED, COMPACTED AND TESTED USING AASHTO T-180 MODIFIED PROCTOR METHOD. 69.STOCKPILING IS NOT GENERALLY PERMITTED BY THE CITY. WHEN ALLOWED, STOCKPILES SHALL NOT EXCEED SIX FEET IN HEIGHT MEASURED FROM THE ORIGINAL GRADE. AT A MINIMUM, STOCK PILES THAT WILL REMAIN IN PLACE IN EXCESS OF TWENTY DAYS SHOULD BE SEEDED AND MULCHED IMMEDIATELY UPON PLACEMENT OF THE FINAL LIFT. 70.SOILS ARE TO BE STABILIZED BY WATER OR OTHER MEANS DURING CONSTRUCTION. THIS IS INTENDED TO REDUCE SOIL EROSION AND THE IMPACT TO NEIGHBORING COMMUNITIES. ADEQUATE WATERING METHODS SHOULD BE EMPLOYED TO ALLOW DAILY COVERAGE OF THE ENTIRE LIMITS OF ALL AREAS THAT DO NOT HAVE AN ESTABLISHED VEGETATIVE COVER. METHODS TO BE EMPLOYED INCLUDE, BUT ARE NOT LIMITED TO, WATER TRUCKS, PERMANENT IRRIGATION SYSTEMS, TEMPORARY SPRINKLER SYSTEMS OPERATED BY PUMPING UNITS CONNECTED TO WET RETENTION PONDS, WATER CANNONS, TEMPORARY IRRIGATION SYSTEMS MOUNTED ATOP STOCKPILE AREAS, AND OTHER METHODS AS DEEMED NECESSARY BY THE CITY. 71.ALL FILL MATERIALS LOCATED BENEATH STRUCTURES AND PAVEMENT SHALL CONSIST OF CLEAN GRANULAR SAND FREE FROM ORGANICS AND SIMILAR MATERIAL THAT COULD DECOMPOSE. 72.ALL FILL TO BE PLACED IN LANDSCAPED AREAS SHALL HAVE A PH RANGE BETWEEN 5.5 AND 6.5, BE ORGANIC IN NATURE, FREE OF ROCKS AND DEBRIS, OR MATCH NATIVE EXISTING SOILS. 73.OWNER/CONTRACTOR SHALL FILE A "NOTICE OF INTENT TO USE GENERAL PERMIT FOR STORM WATER DISCHARGE FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES" WITH THE TEXAS POLLUTION DISCHARGE ELIMINATION SYSTEM" IN COORDINATION WITH THE TEXAS COMMISSION OF ENVIRONMENTAL QUALITY. CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH ALL PROVISIONS OF THE GENERIC PERMIT INCLUDING BUT NOT LIMITED TO: A.PROVIDE SUCH EROSION AND SEDIMENT CONTROL MEASURES AS MAY BE NECESSARY TO PREVENT DISCHARGE OF POLLUTANTS FROM THE SITE FROM THE START OF CONSTRUCTION UNTIL THE FINAL GROUND COVER HAS BEEN ESTABLISHED. B.WORK WITH CITY INSPECTORS TO MAKE WEEKLY INSPECTIONS/REPORTS OF THE CONDITION OF EROSION AND SEDIMENT CONTROL MEASURES. C.WORK WITH CITY INSPECTORS TO MAKE INSPECTIONS/REPORTS OF THE CONDITION OF EROSION AND SEDIMENT CONTROL MEASURES WITHIN 24 HOURS OF EVERY RAINFALL EVENT EXCEEDING ONE-HALF INCH. D.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. E.ADD EROSION AND SEDIMENT CONTROL MEASURES AS SITE CONDITIONS CHANGE. F.REMOVE TEMPORARY EROSION/SEDIMENT CONTROL MEASURES AFTER SUBSTANTIAL RE-VEGETATION AND/OR PRIOR TO THE END OF THE PERMIT EXPIRATION. 36 GN-1 DK PND PND GE N E R A L N O T E S IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG TEXAS COMMISSION ON ENVIRONMENTAL QUALITY LIFT STATIONS AND FORCE MAINS GENERAL CONSTRUCTION NOTES 1.THIS LIFT STATION AND/OR FORCE MAIN MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY'S (TCEQ) EDWARDS AQUIFER RULES 30 TEXAS ADMINISTRATIVE CODE (TAC) §213.5(C), THE DESIGN CRITERIA FOR DOMESTIC WASTEWATER SYSTEMS 30 TAC CHAPTER 217, AND IF ACCEPTABLE TO THE CITY OF SCHERTZ ENGINEERING DEPARTMENT. 2.ANY MODIFICATION TO THE ACTIVITIES DESCRIBED IN THE REFERENCED LIFT STATION/FORCE MAIN SYSTEM APPLICATION FOLLOWING THE DATE OF APPROVAL MAY REQUIRE THE SUBMITTAL OF A LIFT STATION/FORCE MAIN SYSTEM APPLICATION TO MODIFY THIS APPROVAL, INCLUDING THE PAYMENT OF APPROPRIATE FEES AND ALL INFORMATION NECESSARY FOR ITS REVIEW AND APPROVAL. 3.PRIOR TO COMMENCING ANY REGULATED ACTIVITY, THE APPLICANT OR HIS AGENT MUST NOTIFY THE LOCAL REGIONAL OFFICE, IN WRITING, OF THE DATE ON WHICH THE REGULATED ACTIVITY WILL BEGIN. 4.UPON COMPLETION OF THE WET WELL EXCAVATION, A GEOLOGIST MUST CERTIFY THAT THE EXCAVATION HAS BEEN INSPECTED FOR THE PRESENCE OF SENSITIVE FEATURES AND THE CERTIFICATION MUST BE SUBMITTED TO THE APPROPRIATE REGIONAL OFFICE. FURTHER ACTIVITIES MAY NOT PROCEED UNTIL THE EXECUTIVE DIRECTOR HAS REVIEWED AND APPROVED THE METHODS PROPOSED TO PROTECT ANY SENSITIVE FEATURE AND THE EDWARDS AQUIFER FROM POTENTIALLY ADVERSE IMPACTS TO WATER QUALITY FROM THE LIFT STATION. CONSTRUCTION MAY CONTINUE IF THE GEOLOGIST CERTIFIES THAT NO SENSITIVE FEATURE OR FEATURES ARE PRESENT. 5.IF ANY SENSITIVE FEATURES ARE DISCOVERED DURING THE WASTEWATER LINE TRENCHING ACTIVITIES, ALL REGULATED ACTIVITIES NEAR THE SENSITIVE FEATURE MUST BE SUSPENDED IMMEDIATELY. THE APPLICANT MUST IMMEDIATELY NOTIFY THE APPROPRIATE REGIONAL OFFICE OF THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY OF THE FEATURE DISCOVERY. A GEOLOGIST'S ASSESSMENT OF THE LOCATION AND EXTENT OF THE FEATURE DISCOVERED MUST BE REPORTED TO THAT REGIONAL OFFICE IN WRITING WITHIN TWO WORKING DAYS. THE APPLICANT MUST SUBMIT A PLAN FOR ENSURING THE STRUCTURAL INTEGRITY OF THE SEWER LINE OR FOR MODIFYING THE PROPOSED COLLECTION SYSTEM ALIGNMENT AROUND THE FEATURE. THE REGULATED ACTIVITIES NEAR THE SENSITIVE FEATURE MAY NOT PROCEED UNTIL THE EXECUTIVE DIRECTOR HAS REVIEWED AND APPROVED THE METHODS PROPOSED TO PROTECT THE SENSITIVE FEATURE AND THE EDWARDS AQUIFER FROM ANY POTENTIALLY ADVERSE IMPACTS TO WATER QUALITY WHILE MAINTAINING THE STRUCTURAL INTEGRITY OF THE LINE. 6.LIFT STATIONS SHALL BE DESIGNED TO WITHSTAND AND OPERATE DURING A 100-YEAR FLOOD EVENT AND SHALL BE ACCESSIBLE DURING A 25-YEAR FLOOD. ALL LIFT STATIONS SHALL BE INTRUDER-RESISTANT WITH A CONTROLLED ACCESS. 7.DRY WELL SUMP PUMPS: (A)A DRY WELL MUST USE DUAL SUMP PUMPS, EACH WITH A MINIMUM CAPACITY OF 1,000 GALLONS PER HOUR AND CAPABLE OF HANDLING THE VOLUME OF LIQUID GENERATED DURING PEAK OPERATIONS. (B)A PUMP MUST HAVE A SUBMERSIBLE MOTOR AND WATERTIGHT WIRING. (C)A DRY WELL FLOOR MUST SLOPE TOWARD A SUMP SIZED FOR PROPER DRAINAGE. (D)THE MINIMUM SUMP DEPTH IS 6.0 INCHES AND MUST PREVENT STANDING WATER ON A DRY WELL FLOOR UNDER NORMAL OPERATION. (E)A SUMP PUMP MUST OPERATE AUTOMATICALLY BY USE OF A FLOAT SWITCH OR OTHER LEVEL-DETECTING DEVICE. (F)A SUMP PUMP MUST USE SEPARATE PIPES CAPABLE OF DISCHARGING MORE THAN THE MAXIMUM LIQUID LEVEL OF AN ASSOCIATED WET WELL. (G)A SUMP PUMP OUTLET PIPE MUST BE AT LEAST 1.5 INCHES IN DIAMETER AND HAVE AT LEAST TWO CHECK VALVES IN SERIES. 8.PUMP CONTROLS. (A)A LIFT STATION PUMP MUST OPERATE AUTOMATICALLY, BASED ON THE WATER LEVEL IN A WET WELL. (B)THE LOCATION OF A WET WELL LEVEL MECHANISM MUST ENSURE THAT THE MECHANISM IS UNAFFECTED BY CURRENTS, RAGS, GREASE, OR OTHER FLOATING MATERIALS. (C)A LEVEL MECHANISM MUST BE ACCESSIBLE WITHOUT ENTERING THE WET WELL. (D)WET WELL CONTROLS WITH A BUBBLER SYSTEM REQUIRE DUAL AIR SUPPLY AND DUAL CONTROLS. (E)MOTOR CONTROL CENTERS MUST BE MOUNTED AT LEAST 4.0 INCHES ABOVE GRADE TO PREVENT WATER INTRUSION AND CORROSION FROM STANDING WATER IN THE ENCLOSURE. (F)ELECTRICAL EQUIPMENT AND ELECTRICAL CONNECTIONS IN A WET WELL OR A DRY WELL MUST MEET NATIONAL FIRE PREVENTION ASSOCIATION 70 NATIONAL ELECTRIC CODE EXPLOSION PREVENTION REQUIREMENTS, UNLESS CONTINUOUS VENTILATION IS PROVIDED. 9.WET WELLS. (A)A WET WELL MUST BE ENCLOSED BY WATERTIGHT AND GAS TIGHT WALLS. (B)A PENETRATION THROUGH A WALL OF A WET WELL MUST BE GAS TIGHT. (C)A WET WELL MUST NOT CONTAIN EQUIPMENT REQUIRING REGULAR OR ROUTINE INSPECTION OR MAINTENANCE, UNLESS INSPECTION AND MAINTENANCE CAN BE DONE WITHOUT STAFF ENTERING THE WET WELL. (D)A GRAVITY PIPE DISCHARGING TO A WET WELL MUST BE LOCATED SO THAT THE INVERT ELEVATION IS ABOVE THE LIQUID LEVEL OF A PUMP'S "ON" SETTING. (E)GATE VALVES AND CHECK VALVES ARE PROHIBITED IN A WET WELL. (F)GATE VALVES AND CHECK VALVES MAY BE LOCATED IN A VALVE VAULT NEXT TO A WET WELL OR IN A DRY WELL. (G)PUMP CYCLE TIME, BASED ON PEAK FLOW, MUST EQUAL OR EXCEED THOSE IN THE FOLLOWING TABLE: PUMP HORSEPOWER MINIMUM CYCLE TIMES (MINUTES) <50 6 50-100 10 > 100 15 (A)AN EVALUATION OF MINIMUM WET WELL VOLUME REQUIRES THE FOLLOWING FORMULA: WHERE: V = ACTIVE VOLUME (CUBIC FEET) Q = PUMP CAPACITY (GALLONS PER MINUTE) T = CYCLE TIME (MINUTES) 7.48 = CONVERSION FACTOR (GALLONS/CUBIC FOOT) 10.WET WELL SLOPES. (A)A WET WELL FLOOR MUST HAVE A SMOOTH FINISH AND MINIMUM SLOPE OF 10% TO A PUMP INTAKE. (B)A WET WELL DESIGN MUST PREVENT DEPOSITION OF SOLIDS UNDER NORMAL OPERATING CONDITIONS. (C)A LIFT STATION WITH GREATER THAN 5.0 MILLION GALLONS PER DAY FIRM PUMPING CAPACITY MUST HAVE ANTI-VORTEX BAFFLING. 11.DRY WELL ACCESS. (A)AN UNDERGROUND DRY WELL MUST BE ACCESSIBLE. (B)A STAIRWAY IN A DRY WELL MUST USE NON-SLIP STEPS AND CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS WITH RESPECT TO RISE AND RUN. (C)A LADDER IN A DRY WELL MUST MADE OF NON-CONDUCTIVE MATERIAL AND RATED FOR THE LOAD NECESSARY FOR STAFF AND EQUIPMENT TO DESCEND AND ASCEND. 12.VENTILATION SHALL BE PROVIDED FOR LIFT STATIONS, INCLUDING BOTH WET AND DRY WELLS. 13.HOISTING EQUIPMENT. A LIFT STATION MUST HAVE PERMANENT HOISTING EQUIPMENT OR BE ACCESSIBLE TO PORTABLE HOISTING EQUIPMENT FOR REMOVAL OF PUMPS, MOTORS, VALVES, PIPES, AND OTHER SIMILAR EQUIPMENT. 14.A FLOOR DRAIN FROM A VALVE VAULT TO A WET WELL MUST PREVENT GAS FROM ENTERING A VALVE VAULT BY INCLUDING FLAP VALVES, "P" TRAPS, SUBMERGED OUTLETS, OR A COMBINATION OF THESE DEVICES. 15.PUMPS. (A)GENERAL REQUIREMENTS. A RAW WASTEWATER PUMP, WITH THE EXCEPTION OF A GRINDER PUMP, MUST: (1)BE DESIGNED TO PREVENT CLOGGING; (2)BE CAPABLE OF PASSING A SPHERE OF 2.5 INCHES IN DIAMETER OR GREATER; AND (3)HAVE GREATER THAN 3.0 INCH DIAMETER SUCTION AND DISCHARGE OPENINGS. (B)SUBMERSIBLE AND NON-SUBMERSIBLE PUMPS. (1)A NON-SUBMERSIBLE PUMP MUST HAVE INSPECTION AND CLEANOUT PLATES ON BOTH THE SUCTION AND DISCHARGE SIDES OF EACH PUMPING UNIT THAT FACILITATE LOCATING AND REMOVING BLOCKAGE-CAUSING MATERIALS, UNLESS THE PUMP DESIGN ACCOMMODATES EASY REMOVAL OF THE ROTATION ELEMENTS. (2)A PUMP SUPPORT MUST PREVENT MOVEMENT AND VIBRATION DURING OPERATION. (3)A SUBMERSIBLE PUMP MUST USE A RAIL-TYPE PUMP SUPPORT SYSTEM WITH MANUFACTURER-APPROVED MECHANISMS DESIGNED TO ALLOW PERSONNEL TO REMOVE AND REPLACE ANY SINGLE PUMP WITHOUT ENTERING OR DEWATERING THE WET WELL. (4)SUBMERSIBLE PUMP RAILS AND LIFTING CHAINS MUST BE CONSTRUCTED OF A MATERIAL THAT PERFORMS TO AT LEAST THE STANDARD OF SERIES 300 STAINLESS STEEL. (C)LIFT STATION PUMPING CAPACITY. THE FIRM PUMPING CAPACITY OF A LIFT STATION MUST HANDLE THE EXPECTED PEAK FLOW. (D)PUMP HEAD CALCULATIONS. (1)AN OWNER SHALL SELECT A PUMP BASED UPON ANALYSIS OF THE SYSTEM HEAD AND PUMP CAPACITY CURVES THAT DETERMINE THE PUMPING CAPACITIES ALONE AND WITH OTHER PUMPS AS THE TOTAL DYNAMIC-HEAD INCREASES DUE TO ADDITIONAL FLOWS PUMPED THROUGH A FORCE MAIN. (2)THE PIPE HEAD LOSS CALCULATIONS, USING THE HYDRAULIC INSTITUTE STANDARDS, PERTAINING TO HEAD LOSSES THROUGH PIPES, VALVES, AND FITTINGS, MUST BE INCLUDED IN THE REPORT. (3)THE SELECTED FRICTION COEFFICIENT (HAZEN-WILLIAMS "C" VALUE) USED IN FRICTION HEAD LOSS CALCULATIONS MUST BE BASED ON THE PIPE MATERIAL SELECTED. (4)FOR A LIFT STATION WITH MORE THAN TWO PUMPS, A FORCE MAIN IN EXCESS OF ONE-HALF MILE, OR FIRM PUMPING CAPACITY OF 100 GALLONS PER MINUTE OR GREATER, SYSTEM CURVES MUST BE PROVIDED FOR BOTH THE NORMAL AND PEAK OPERATING CONDITIONS AT C VALUES FOR PROPOSED AND EXISTING PIPE. (E)FLOW CONTROL. (1)A LIFT STATION OR A TRANSFER PUMPING STATION LOCATED AT OR DISCHARGING DIRECTLY TO A WASTEWATER TREATMENT SYSTEM MUST HAVE A PEAK PUMP CAPACITY EQUAL TO OR LESS THAN THE PEAK DESIGN FLOW, UNLESS EQUALIZATION IS PROVIDED. (2)A WASTEWATER TREATMENT SYSTEM WITH A PEAK FLOW THAT IS GREATER THAN 300,000 GALLON PER DAY MUST USE THREE OR MORE PUMPS, UNLESS DUPLEX, AUTOMATICALLY CONTROLLED, VARIABLE CAPACITY PUMPS ARE PROVIDED. (F)SELF-PRIMING PUMPS. (1)A SELF-PRIMING PUMP MUST BE CAPABLE OF PRIMING WITHOUT RELIANCE UPON A SEPARATE PRIMING SYSTEM, AN INTERNAL FLAP VALVE, OR ANY EXTERNAL MEANS FOR PRIMING. (2)A SELF-PRIMING PUMP MUST USE A SUCTION PIPE VELOCITY AT LEAST 3.0 FEET PER SECOND BUT NOT MORE THAN 7.0 FEET PER SECOND, AND MUST INCORPORATE ITS OWN SUCTION PIPE. (3)A SELF-PRIMING PUMP MUST VENT AIR BACK INTO THE WET WELL DURING PRIMING. (G)VACUUM-PRIMING PUMPS. (1)A VACUUM-PRIMED PUMP MUST BE CAPABLE OF PRIMING BY USING A SEPARATE POSITIVE PRIMING SYSTEM WITH A DEDICATED VACUUM PUMP FOR EACH MAIN WASTEWATER PUMP. (2)A VACUUM-PRIMING PUMP MUST USE A SUCTION PIPE VELOCITY AT LEAST 3.0 FEET PER SECOND BUT LESS THAN 7.0 FEET PER SECOND AND MUST HAVE ITS OWN SUCTION PIPE. (H)VERTICAL POSITIONING OF PUMPS. A RAW WASTEWATER PUMP MUST HAVE POSITIVE STATIC SUCTION HEAD DURING NORMAL ON-OFF CYCLING, EXCEPT A SUBMERSIBLE PUMP WITH "NO SUCTION" PIPES, A VACUUM-PRIMED PUMP, OR A SELF-PRIMING UNIT CAPABLE OF SATISFACTORY OPERATION UNDER ANY NEGATIVE SUCTION HEAD ANTICIPATED FOR THE LIFT STATION. (I)INDIVIDUAL GRINDER PUMPS. A GRINDER PUMP SERVING ONLY ONE RESIDENTIAL OR COMMERCIAL STRUCTURE THAT IS PRIVATELY OWNED, MAINTAINED, AND OPERATED IS NOT SUBJECT TO THE RULES OF THIS CHAPTER. (J)PUMP FOR LOW-FLOW LIFT STATION. A PUMP USED FOR A LIFT STATION WITH A PEAK FLOW OF LESS THAN 120 GALLONS PER MINUTE MUST BE SUBMERSIBLE AND INCLUDE A GRINDER. 16.PIPING. (A)HORIZONTAL PUMP SUCTIONS. (1)EACH PUMP MUST HAVE A SEPARATE SUCTION PIPE THAT USES AN ECCENTRIC REDUCER. (2)PIPES IN A WET WELL MUST HAVE A TURNDOWN TYPE FLARED INTAKE. (B)VALVES. (1)THE DISCHARGE SIDE OF EACH PUMP FOLLOWED BY A FULL-CLOSING ISOLATION VALVE MUST ALSO HAVE A CHECK VALVE. (A)A CHECK VALVE MUST BE A SWING TYPE VALVE WITH AN EXTERNAL LEVER. (B)A VALVE MUST INCLUDE A POSITION INDICATOR TO SHOW ITS OPEN AND CLOSED POSITIONS, UNLESS A FULL-CLOSING VALVE IS A RISING-STEM GATE VALVE. (2)A GRINDER PUMP INSTALLATION MAY USE A RUBBER-BALL CHECK VALVE OR A SWING-TYPE CHECK VALVE. (3)A BUTTERFLY VALVE, TILTING-DISC CHECK VALVE, OR ANY OTHER VALVE USING A TILTING-DISC IN A FLOW PIPE IS PROHIBITED. (C)PIPES. (1)A LIFT STATION PIPE MUST HAVE FLANGED OR FLEXIBLE CONNECTIONS TO ALLOW FOR REMOVAL OF PUMPS AND VALVES WITHOUT INTERRUPTION OF THE LIFT STATION OPERATIONS. (2)WALL PENETRATIONS MUST ALLOW FOR PIPE FLEXURE WHILE EXCLUDING EXFILTRATION OR INFILTRATION. (3)PIPE SUCTION VELOCITIES MUST BE AT LEAST 3.0 FEET PER SECOND BUT NOT MORE THAN 7.0 FEET PER SECOND. 17.EMERGENCY PROVISIONS FOR LIFT STATIONS. (A)A COLLECTION SYSTEM LIFT STATION MUST BE EQUIPPED WITH A TESTED QUICK-CONNECT MECHANISM OR A TRANSFER SWITCH PROPERLY SIZED TO CONNECT TO A PORTABLE GENERATOR, IF NOT EQUIPPED WITH AN ONSITE GENERATOR. (B)LIFT STATIONS MUST INCLUDE AN AUDIOVISUAL ALARM SYSTEM AND THE SYSTEM MUST TRANSMIT ALL ALARM CONDITIONS THROUGH USE OF AN AUTO-DIALER SYSTEM, SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM, OR TELEMETERING SYSTEM CONNECTED TO A CONTINUOUSLY MONITORED LOCATION. (C)AN ALARM SYSTEM MUST SELF-ACTIVATE FOR A POWER OUTAGE, PUMP FAILURE, OR A HIGH WET WELL WATER LEVEL. (D)A LIFT STATION CONSTRUCTED TO PUMP RAW WASTEWATER MUST HAVE SERVICE RELIABILITY BASED ON: (1)RETENTION CAPACITY. (A)THE RETENTION CAPACITY IN A LIFT STATION'S WET WELL AND INCOMING GRAVITY PIPES MUST PREVENT DISCHARGES OF UNTREATED WASTEWATER AT THE LIFT STATION OR ANY POINT UPSTREAM FOR A PERIOD OF TIME EQUAL TO THE LONGEST ELECTRICAL OUTAGE RECORDED DURING THE PAST 24 MONTHS, BUT NOT LESS THAN 20 MINUTES. (B)FOR CALCULATION PURPOSES, THE OUTAGE PERIOD BEGINS WHEN A LIFT STATION PUMP FINISHED ITS LAST NORMAL CYCLE, EXCLUDING A STANDBY PUMP. (1)ON-SITE GENERATORS. A LIFT STATION MAY BE PROVIDED EMERGENCY POWER BY ON-SITE, AUTOMATIC ELECTRICAL GENERATORS SIZED TO OPERATE THE LIFT STATION AT ITS FIRM PUMPING CAPACITY OR AT THE AVERAGE DAILY FLOW, IF THE PEAK FLOW CAN BE STORED IN THE COLLECTION SYSTEM. (2)PORTABLE GENERATORS AND PUMPS. (A)A LIFT STATION MAY USE PORTABLE GENERATORS AND PUMPS TO GUARANTEE SERVICE IF THE REPORT INCLUDES: (3)THE STORAGE LOCATION OF EACH GENERATOR AND PUMP; (4)THE AMOUNT OF TIME THAT WILL BE NEEDED TO TRANSPORT EACH GENERATOR OR PUMP TO A LIFT STATION; (5)THE NUMBER OF LIFT STATIONS FOR WHICH EACH GENERATOR OR PUMP IS DEDICATED AS A BACKUP; AND (6)THE TYPE OF ROUTINE MAINTENANCE AND UPKEEP PLANNED FOR EACH PORTABLE GENERATOR AND PUMP TO ENSURE THAT THEY WILL BE OPERATIONAL WHEN NEEDED. (B)AN OPERATOR THAT IS KNOWLEDGEABLE IN OPERATION OF THE PORTABLE GENERATORS AND PUMPS SHALL BE ON CALL 24 HOURS PER DAY EVERY DAY. (C)THE SIZE OF A PORTABLE GENERATOR MUST HANDLE THE FIRM PUMPING CAPACITY OF THE LIFT STATION. (E)SPILL CONTAINMENT STRUCTURES. (1)THE USE OF A SPILL CONTAINMENT STRUCTURE AS A SOLE MEANS OF PROVIDING SERVICE RELIABILITY IS PROHIBITED. (2)A LIFT STATION MAY USE A SPILL CONTAINMENT STRUCTURE IN ADDITION TO ONE OF THE SERVICE RELIABILITY OPTIONS DETAILED IN THIS IN SUBSECTION (A) OF THIS SECTION. (3)THE REPORT MUST INCLUDE A DETAILED MANAGEMENT PLAN FOR CLEANING AND MAINTAINING EACH SPILL CONTAINMENT STRUCTURE. (4)A SPILL CONTAINMENT STRUCTURE MUST HAVE A LOCKED GATE AND BE SURROUNDED AN INTRUDER RESISTANT FENCE THAT IS 6.0 FEET HIGH CHAIN LINK, MASONRY, OR BOARD FENCE WITH AT LEAST THREE STRANDS OF BARBED WIRE OR 8.0 FEET HIGH CHAIN LINK, MASONRY, OR BOARD FENCE WITH AT LEAST ONE STRAND OF BARBED WIRE. (F)A LIFT STATION MUST BE FULLY ACCESSIBLE DURING A 25-YEAR 24-HOUR RAINFALL EVENT. (G)LIFT STATION SYSTEM CONTROLS MUST PREVENT OVER-PUMPING UPON RESUMPTION OF NORMAL POWER AFTER A POWER FAILURE. BACKUP OR STANDBY UNITS MUST BE ELECTRICALLY INTERLOCKED TO PREVENT OPERATION AT THE SAME TIME THAT OTHER LIFT STATIONS PUMPS ARE OPERATING ONLY ON THE RESUMPTION OF NORMAL POWER AFTER A POWER FAILURE. 36 GN-2 DK PND PND TC E Q G E N E R A L N O T E S 1 O F 2 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG TEXAS COMMISSION ON ENVIRONMENTAL QUALITY ORGANIZED SEWAGE COLLECTION SYSTEM (SCS) GENERAL CONSTRUCTION NOTES 1.THIS ORGANIZED SEWAGE COLLECTION SYSTEM MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY'S (TCEQ) EDWARDS AQUIFER RULES 30 TEXAS ADMINISTRATIVE CODE (TAC) §§213.5(C) AND 217.51 - 217.70 AND 30 TAC CHAPTER 217, SUBCHAPTER D, AND THE CITY OF SCHERTZ STANDARD SPECIFICATIONS. 2.ALL CONTRACTORS CONDUCTING REGULATED ACTIVITIES ASSOCIATED WITH THIS PROPOSED REGULATED PROJECT MUST BE PROVIDED WITH COPIES OF THE SEWAGE COLLECTION SYSTEM PLAN AND THE TCEQ LETTER INDICATING THE SPECIFIC CONDITIONS OF ITS APPROVAL. DURING THE COURSE OF THESE REGULATED ACTIVITIES, THE CONTRACTORS MUST BE REQUIRED TO KEEP ON-SITE COPIES OF THE PLAN AND THE APPROVAL LETTER. 3.NO LATER THAN 48 HOURS PRIOR TO COMMENCING ANY REGULATED ACTIVITY, THE APPLICANT OR HIS AGENT MUST NOTIFY THE REGIONAL OFFICE, IN WRITING, OF THE DATE ON WHICH THE REGULATED ACTIVITY WILL BEGIN. 4.ANY MODIFICATION TO THE ACTIVITIES DESCRIBED IN THE REFERENCED SCS APPLICATION FOLLOWING THE DATE OF APPROVAL MAY REQUIRE THE SUBMITTAL OF AN SCS APPLICATION TO MODIFY THIS APPROVAL, INCLUDING THE PAYMENT OF APPROPRIATE FEES AND ALL INFORMATION NECESSARY FOR ITS REVIEW AND APPROVAL. 5.ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO CONSTRUCTION, MUST BE MAINTAINED DURING CONSTRUCTION, AND MUST BE REMOVED WHEN SUFFICIENT VEGETATION IS ESTABLISHED TO CONTROL THE EROSION AND SEDIMENTATION AND THE CONSTRUCTION AREA IS STABILIZED. 6.THE SEWER LINE TRENCH DETAILS SHOWING THE CROSS SECTION WITH THE DIMENSIONS, PIPE PLACEMENT, AND BACKFILL INSTRUCTIONS. ALL SEWER PIPES JOINTS MUST MEET THE REQUIREMENTS IN 30 TAC §§217.53(C) AND 217.65. GRAVITY LINES MUST HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS MUST HAVE PIPE WITH A MINIMUM WORKING PRESSURE RATING OF 150 PSI. THE ASTM, ANSI, OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS ARE ASTM F679 PS115 & ASTM D3034 SDR26. THE PIPE MATERIAL, THE PRESSURE CLASSES, AND THE SDR AND/OR DR DESIGNATIONS ARE SDR-26. 7.IF ANY SENSITIVE FEATURES ARE DISCOVERED DURING THE WASTEWATER LINE TRENCHING ACTIVITIES, ALL REGULATED ACTIVITIES NEAR THE SENSITIVE FEATURE MUST BE SUSPENDED IMMEDIATELY. THE APPLICANT MUST IMMEDIATELY NOTIFY THE APPROPRIATE REGIONAL OFFICE OF THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY OF THE FEATURE DISCOVERED. A GEOLOGIST'S ASSESSMENT OF THE LOCATION AND EXTENT OF THE FEATURE DISCOVERED MUST BE REPORTED TO THAT REGIONAL OFFICE IN WRITING WITHIN TWO WORKING DAYS. THE APPLICANT MUST SUBMIT A PLAN FOR ENSURING THE STRUCTURAL INTEGRITY OF THE SEWER LINE OR FOR MODIFYING THE PROPOSED COLLECTION SYSTEM ALIGNMENT AROUND THE FEATURE. THE REGULATED ACTIVITIES NEAR THE SENSITIVE FEATURE MAY NOT PROCEED UNTIL THE EXECUTIVE DIRECTOR HAS REVIEWED AND APPROVED THE METHODS PROPOSED TO PROTECT THE SENSITIVE FEATURE AND THE EDWARDS AQUIFER FROM ANY POTENTIALLY ADVERSE IMPACTS TO WATER QUALITY WHILE MAINTAINING THE STRUCTURAL INTEGRITY OF THE LINE. 8.SEWER LINES LOCATED WITHIN OR CROSSING THE 5-YEAR FLOODPLAIN OF A DRAINAGE WAY WILL BE PROTECTED FROM INUNDATION AND STREAM VELOCITIES WHICH COULD CAUSE EROSION AND SCOURING OF BACKFILL. THE TRENCH MUST BE CAPPED WITH CONCRETE TO PREVENT SCOURING OF BACKFILL, OR THE SEWER LINES MUST BE ENCASED IN CONCRETE. ALL CONCRETE SHALL HAVE A MINIMUM THICKNESS OF SIX (6) INCHES. 9.BLASTING PROCEDURES FOR PROTECTION OF EXISTING SEWER LINES AND OTHER UTILITIES WILL BE IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION CRITERIA. SAND IS NOT ALLOWED AS BEDDING OR BACKFILL IN TRENCHES THAT HAVE BEEN BLASTED. IF ANY EXISTING SEWER LINES ARE DAMAGED, THE LINES MUST BE REPAIRED AND RETESTED. 10.ALL MANHOLES CONSTRUCTED OR REHABILITATED ON THIS PROJECT MUST HAVE WATERTIGHT SIZE ON SIZE RESILIENT CONNECTORS ALLOWING FOR DIFFERENTIAL SETTLEMENT. IF MANHOLES ARE CONSTRUCTED WITHIN THE 100-YEAR FLOODPLAIN, THE COVER MUST HAVE A GASKET AND BE BOLTED TO THE RING. WHERE GASKETED MANHOLE COVERS ARE REQUIRED FOR MORE THAN THREE MANHOLES IN SEQUENCE OR FOR MORE THAN 1500 FEET, ALTERNATE MEANS OF VENTING WILL BE PROVIDED. BRICKS ARE NOT AN ACCEPTABLE CONSTRUCTION MATERIAL FOR ANY PORTION OF THE MANHOLE. THE DIAMETER OF THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE MANHOLE FOR ENTRY MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 INCHES. THESE DIMENSIONS AND OTHER DETAILS SHOWING COMPLIANCE WITH THE COMMISSION'S RULES CONCERNING MANHOLES AND SEWER LINE/MANHOLE INVERTS DESCRIBED IN 30 TAC §217.55. IT IS SUGGESTED THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP BE ACCOMPLISHED BY MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS IN A MANHOLE IS PROHIBITED. 11.WHERE WATER LINES AND NEW SEWER LINE ARE INSTALLED WITH A SEPARATION DISTANCE CLOSER THAN NINE FEET (I.E., WATER LINES CROSSING WASTEWATER LINES, WATER LINES PARALLELING WASTEWATER LINES, OR WATER LINES NEXT TO MANHOLES) THE INSTALLATION MUST MEET THE REQUIREMENTS OF 30 TAC §217.53(D) (PIPE DESIGN) AND 30 TAC §290.44(E) (WATER DISTRIBUTION). 12.WHERE SEWERS LINES DEVIATE FROM STRAIGHT ALIGNMENT AND UNIFORM GRADE ALL CURVATURE OF SEWER PIPE MUST BE ACHIEVED BY THE FOLLOWING PROCEDURE WHICH IS RECOMMENDED BY THE PIPE MANUFACTURER: NOT ALLOWED. IF PIPE FLEXURE IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION OF THE JOINT MUST BE USED: NOT ALLOWED. SPECIFIC CARE MUST BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE CENTER OF THE TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC §217.54. 13.NEW SEWAGE COLLECTION SYSTEM LINES MUST BE CONSTRUCTED WITH STUB OUTS FOR THE CONNECTION OF ANTICIPATED EXTENSIONS. THE LOCATION OF SUCH STUB OUTS MUST BE MARKED ON THE GROUND SUCH THAT THEIR LOCATION CAN BE EASILY DETERMINED AT THE TIME OF CONNECTION OF THE EXTENSIONS. SUCH STUB OUTS MUST BE MANUFACTURED WYES OR TEES THAT ARE COMPATIBLE IN SIZE AND MATERIAL WITH BOTH THE SEWER LINE AND THE EXTENSION. AT THE TIME OF ORIGINAL CONSTRUCTION, NEW STUB-OUTS MUST BE CONSTRUCTED SUFFICIENTLY TO EXTEND BEYOND THE END OF THE STREET PAVEMENT. ALL STUB-OUTS MUST BE SEALED WITH A MANUFACTURED CAP TO PREVENT LEAKAGE. EXTENSIONS THAT WERE NOT ANTICIPATED AT THE TIME OF ORIGINAL CONSTRUCTION OR THAT ARE TO BE CONNECTED TO AN EXISTING SEWER LINE NOT FURNISHED WITH STUB OUTS MUST BE CONNECTED USING A MANUFACTURED SADDLE AND IN ACCORDANCE WITH ACCEPTED PLUMBING TECHNIQUES. THE PRIVATE SERVICE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE PLAN AND PROFILE SHEETS AND MARKED AFTER BACKFILLING. TRENCHING, BEDDING AND BACKFILL MUST CONFORM WITH 30 TAC §217.54. THE BEDDING AND BACKFILL FOR FLEXIBLE PIPE MUST COMPLY WITH THE STANDARDS OF ASTM D-2321, CLASSES IA, IB, II OR III. RIGID PIPE BEDDING MUST COMPLY WITH THE REQUIREMENTS OF ASTM C 12 (ANSI A 106.2) CLASSES A, B OR C. 14.SEWER LINES MUST BE TESTED FROM MANHOLE TO MANHOLE. WHEN A NEW SEWER LINE IS CONNECTED TO AN EXISTING STUB OR CLEAN-OUT, IT MUST BE TESTED FROM EXISTING MANHOLE TO NEW MANHOLE. IF A STUB OR CLEAN-OUT IS USED AT THE END OF THE PROPOSED SEWER LINE, NO PRIVATE SERVICE ATTACHMENTS MAY BE CONNECTED BETWEEN THE LAST MANHOLE AND THE CLEANOUT UNLESS IT CAN BE CERTIFIED AS CONFORMING WITH THE PROVISIONS OF 30 TAC §213.5(C)(3)(E). 15. 16.ALL SEWER LINES MUST BE TESTED IN ACCORDANCE WITH 30 TAC §217.57. THE ENGINEER MUST RETAIN COPIES OF ALL TEST RESULTS WHICH MUST BE MADE AVAILABLE TO THE EXECUTIVE DIRECTOR UPON REQUEST. THE ENGINEER MUST CERTIFY IN WRITING THAT ALL WASTEWATER LINES HAVE PASSED ALL REQUIRED TESTING TO THE APPROPRIATE REGIONAL OFFICE WITHIN 30 DAYS OF TEST COMPLETION AND PRIOR TO USE OF THE NEW COLLECTION SYSTEM. TESTING METHOD WILL BE: (a)FOR A COLLECTION SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY FLOW, THE DESIGN MUST SPECIFY AN INFILTRATION AND EXFILTRATION TEST OR A LOW-PRESSURE AIR TEST. A TEST MUST CONFORM TO THE FOLLOWING REQUIREMENTS: 1.LOW PRESSURE AIR TEST. A.A LOW PRESSURE AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR ASTM F-1417 OR OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, EXCEPT AS TO TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) OF THIS PARAGRAPH OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS PARAGRAPH. B.FOR SECTIONS OF COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE DIAMETER, THE FOLLOWING PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE TESTED AS REQUIRED BY PARAGRAPH (2) OF THIS SUBSECTION. (i) A PIPE MUST BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER THAN THE PRESSURE EXERTED BY GROUNDWATER ABOVE THE PIPE. (ii) ONCE THE PRESSURE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE TO DROP FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM THE FOLLOWING EQUATION: EQUATION C.3 WHERE: T =TIME FOR PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE IN SECONDS K =0.000419 X D X L, BUT NOT LESS THAN 1.0 D =AVERAGE INSIDE PIPE DIAMETER IN INCHES L =LENGTH OF LINE OF SAME SIZE BEING TESTED, IN FEET Q =RATE OF LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE (C) SINCE A K VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING TIME FOR EACH PIPE DIAMETER IS SHOWN IN THE FOLLOWING TABLE C.3: (D)AN OWNER MAY STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE FIRST 25% OF THE CALCULATED TESTING TIME. (E)IF ANY PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A TESTING PERIOD, THEN THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION AS OUTLINED ABOVE OR UNTIL FAILURE. (F)WASTEWATER COLLECTION SYSTEM PIPES WITH A 27 INCH OR LARGER AVERAGE INSIDE DIAMETER MAY BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE PROCEDURE OUTLINED IN THIS SECTION. (G)A TESTING PROCEDURE FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 INCHES MUST BE APPROVED BY THE EXECUTIVE DIRECTOR. (2)INFILTRATION/EXFILTRATION TEST. (A)THE TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST NOT EXCEED 50 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 HOURS AT A MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT AN UPSTREAM MANHOLE. (B)AN OWNER SHALL USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST WHEN PIPES ARE INSTALLED BELOW THE GROUNDWATER LEVEL. (C)THE TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST NOT EXCEED 50 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS AT A MINIMUM TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN UPSTREAM MANHOLE, OR AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER LEVEL, WHICHEVER IS GREATER. (D)FOR CONSTRUCTION WITHIN A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR EXFILTRATION MUST NOT EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) OF THIS PARAGRAPH. (E)IF THE QUANTITY OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM QUANTITY SPECIFIED, AN OWNER SHALL UNDERTAKE REMEDIAL ACTION IN ORDER TO REDUCE THE INFILTRATION OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS SPECIFIED. AN OWNER SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. (b)IF A GRAVITY COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION TESTING IS ALSO REQUIRED. THE FOLLOWING PROCEDURES MUST BE FOLLOWED: (1)FOR A COLLECTION PIPE WITH INSIDE DIAMETER LESS THAN 27 INCHES, DEFLECTION MEASUREMENT REQUIRES A RIGID MANDREL. (A)MANDREL SIZING. (i)A RIGID MANDREL MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN THE APPROPRIATE STANDARD BY THE ASTMS, AMERICAN WATER WORKS ASSOCIATION, UNI-BELL, OR AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY RELATED APPENDIX. (ii)IF A MANDREL SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, THE MANDREL MUST HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS CASE, THE ID OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE MANDREL, MUST EQUAL BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM WALL THICKNESSES FOR OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER FOR ID CONTROLLED PIPE. (iii)ALL DIMENSIONS MUST MEET THE APPROPRIATE STANDARD. (B)MANDREL DESIGN. (i)A RIGID MANDREL MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC MATERIAL THAT CAN WITHSTAND 200 PSI WITHOUT BEING DEFORMED. (ii)A MANDREL MUST HAVE NINE OR MORE ODD NUMBER OF RUNNERS OR LEGS. (iii)A BARREL SECTION LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER OF A PIPE. (iv)EACH SIZE MANDREL MUST USE A SEPARATE PROVING RING. (C)METHOD OPTIONS. (i)AN ADJUSTABLE OR FLEXIBLE MANDREL IS PROHIBITED. (ii)A TEST MAY NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A DEFLECTION TEST. (iii)IF REQUESTED, THE EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A DEFLECTOMETER OR A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A CASE-BY-CASE BASIS. (2)FOR A GRAVITY COLLECTION SYSTEM PIPE WITH AN INSIDE DIAMETER 27 INCHES AND GREATER, OTHER TEST METHODS MAY BE USED TO DETERMINE VERTICAL DEFLECTION. (3)A DEFLECTION TEST METHOD MUST BE ACCURATE TO WITHIN PLUS OR MINUS 0.2% DEFLECTION. (4)AN OWNER SHALL NOT CONDUCT A DEFLECTION TEST UNTIL AT LEAST 30 DAYS AFTER THE FINAL BACKFILL. (5)GRAVITY COLLECTION SYSTEM PIPE DEFLECTION MUST NOT EXCEED FIVE PERCENT (5%) (6)IF A PIPE SECTION FAILS A DEFLECTION TEST, AN OWNER SHALL CORRECT THE PROBLEM AND CONDUCT A SECOND TEST AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. 18.ALL MANHOLES MUST BE TESTED TO MEET OR EXCEED THE REQUIREMENTS OF 30 TAC §217.58. (a)ALL MANHOLES MUST PASS A LEAKAGE TEST. (b)AN OWNER SHALL TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR LEAKAGE, SEPARATE AND INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY HYDROSTATIC EXFILTRATION TESTING, VACUUM TESTING, OR OTHER METHOD APPROVED BY THE EXECUTIVE DIRECTOR. (1)HYDROSTATIC TESTING. (A)THE MAXIMUM LEAKAGE FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST METHODS IS 0.025 GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH PER HOUR. (B)TO PERFORM A HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL WASTEWATER PIPES COMING INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL THE MANHOLE WITH WATER, AND MAINTAIN THE TEST FOR AT LEAST ONE HOUR. (C)A TEST FOR CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE TESTING TO ALLOW SATURATION OF THE CONCRETE. (2)VACUUM TESTING. (A)TO PERFORM A VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND EXTERIOR JOINTS WITH A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A MANHOLE. (B)NO GROUT MUST BE PLACED IN HORIZONTAL JOINTS BEFORE TESTING. (C)STUB-OUTS, MANHOLE BOOTS, AND PIPE PLUGS MUST BE SECURED TO PREVENT MOVEMENT WHILE A VACUUM IS DRAWN. (D)AN OWNER SHALL USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE EXTERNAL CLAMPS THAT SECURE A TEST COVER TO THE TOP OF A MANHOLE. (E)A TEST HEAD MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, AND THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. (F)THERE MUST BE A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO PERFORM A VALID TEST. (G)A TEST DOES NOT BEGIN UNTIL AFTER THE VACUUM PUMP IS OFF. (H)A MANHOLE PASSES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES CLOSED, THE VACUUM IS AT LEAST 9.0 INCHES OF MERCURY. 19.ALL PRIVATE SERVICE LATERALS MUST BE INSPECTED AND CERTIFIED IN ACCORDANCE WITH 30 TAC §213.5(C)(3)(I). AFTER INSTALLATION OF AND, PRIOR TO COVERING AND CONNECTING A PRIVATE SERVICE LATERAL TO AN EXISTING ORGANIZED SEWAGE COLLECTION SYSTEM, A TEXAS LICENSED PROFESSIONAL ENGINEER, TEXAS REGISTERED SANITARIAN, OR APPROPRIATE CITY INSPECTOR MUST VISUALLY INSPECT THE PRIVATE SERVICE LATERAL AND THE CONNECTION TO THE SEWAGE COLLECTION SYSTEM, AND CERTIFY THAT IT IS CONSTRUCTED IN CONFORMITY WITH THE APPLICABLE PROVISIONS OF THIS SECTION. THE OWNER OF THE COLLECTION SYSTEM MUST MAINTAIN SUCH CERTIFICATIONS FOR FIVE YEARS AND FORWARD COPIES TO THE APPROPRIATE REGIONAL OFFICE UPON REQUEST. CONNECTIONS MAY ONLY BE MADE TO AN APPROVED SEWAGE COLLECTION SYSTEM. 36 GN-3 DK PND PND TC E Q G E N E R A L N O T E S 2 O F 2 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 Pipe Diameter (inches) Minimum Time (seconds) Maximum Length for Minimum Time (feet) Time for Longer Length (seconds/foot) 6 340 398 0.855 8 454 298 1.520 10 567 239 2.374 12 680 199 3.419 15 850 159 5.342 18 1020 133 7.693 21 1190 114 10.471 24 1360 100 13.676 27 1530 88 17.309 30 1700 80 21.369 33 1870 72 25.856 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL PROPOSED 45' UTILITY EASEMENT WWWWWW WW WW WW TEMPORARY 20' CONSTRUCTION EASEMENT PROPOSED 5-FT DIA. DOGHOUSE MANHOLE A-1 (SEE SHEET LS-4) EXISTING 6" FORCE MAIN (SEE NOTE 8) PROPOSED 8" OFF-SITE GRAVITY MAIN (SEE SHEET LS-4) PROPOSED 6" OFF-SITE FORCE MAIN (SEE SHEET LS-5) EXISTING 6" GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION) CUT AND CAP EXISTING 8" GRAVITY MAIN (SEE NOTE 4) CUT AND CAP EXISTING 6" FORCE MAIN (SEE NOTE 8) EXISTING 8" GRAVITY MAIN (SEE NOTE 4) EXISTING 4-FT DIA. SEWER MANHOLE TO BE ABANDONED FOLLOWING CONSTRUCTION AND ACCEPTANCE OF NEW LIFT STATION AND OFF-SITE GRAVITY MAIN AND FORCE MAIN (SEE NOTE 7 AND DETAIL SHEET LS-14) EXISTING ROCK WALL EXISTING WATER METER EXISTING GAS LINE EXISTING BIKE LANE SIGN FUTURE WATER LINE EXISTING LIGHTS 28 SY OF CURB AND PAVEMENT REPAIR 19 SY OF CURB AND PAVEMENT REPAIR 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL WW EXISTING 6" FORCE MAIN (SEE NOTE 8) EXISTING 5-FT DIA. SEWER MANHOLE TO BE ABANDONED FOLLOWING CONSTRUCTION AND ACCEPTANCE OF NEW LIFT STATION AND OFF-SITE GRAVITY MAIN AND FORCE MAIN (SEE NOTE 7 AND DETAIL SHEET LS-14) PROPOSED TXDOT RIGHT OF WAY EXISTING 12-INCH WATER LINE EXISTING OVERHEAD UTILITY EXISTING CONTROL PANEL TO BE REMOVED AND DELIVERED TO THE CITY OF SCHERTZ. (SEE ELECTRICAL PLANS FOR EXISTING LIFT STATION ELECTRICAL DEMO) EXISTING 4-INCH GAS LINE EXISTING 14-FT CIRCULAR FIBERGLASS WET WELL AND VALVE VAULT TO BE ABANDONED. (SEE SHEET DM-2) EXISTING 15' GVSUD UTILITY EASTMENT EXISTING TXDOT RIGHT OF WAY EXISTING 6" GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION) EXISTING CONCRETE FENCE AND GATES TO BE SALVAGED PER CITY OF SCHERTZ DISCRETION 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL WWWW ± 469 SY OF EXISTING ASPHALT PAVEMENT TO BE REMOVED AND COVERED WITH COMPACTED TOP SOIL TO GRADE AND REVEGETATED CONTRACTOR TO SAW CUT EXISTING ASPHALT PAVEMENT TO PROPOSED END CURB RETURN. (SEE LS-3 FOR PROPOSED CURB RETURN) UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG FA I R L A W N A V E N U E EXISTING GRAVITY AND FORCE MAIN ABANDONMENT EXISTING LIFT STATION SITE ABANDONMENT 36 DM-1 DK PND PND DE M O S H E E T 1 O F 2 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 EXISTING LIFT STATION DRIVEWAY/SITE PAVEMENT ABANDONMENT SITE INFORMATION: LIFT STATION NUMBER/NAME: IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS LOCATED AT: IH-35 , SCHERTZ, TEXAS LATITUDE: N29° 37' 22.24" LONGITUDE: W98° 14' 37.41" LOCATED WITHIN 100-YR FLOODPLAIN?: NO LOCATED WITHIN EDWARDS AQUIFER?: NO PROPOSED BOLLARD PROPOSED CHAINLINK FENCE LEGEND PROPOSED WASTEWATER LINE EXISTING MANHOLE PROPOSED LIGHTPOLE EXISTING TO BE REHABBED PROPOSED WATER SERVICE NOTES: 1.EXISTING LIFT STATION TO CONTINUE OPERATION UNTIL RELOCATION OF PROPOSED STATION HAS BEEN COMPLETED, TESTED, AND ACCEPTED FOR SERVICE OPERATIONS BY ENGINEER AND CITY OF SCHERTZ. CONTRACTOR TO COORDINATE EXISTING LIFT STATION DECOMMISSIONING WITH CITY AND ENGINEER. 2.CONTRACTOR TO COORDINATE PROPOSED OFF-SITE 8" GRAVITY MAIN AND PROPOSED OFF-SITE 6" FORCE MAIN MAIN CONNECTIONS WITH CITY OF SCHERTZ. 3.CONTRACTOR TO PROVIDE A BY-PASS PUMPING PLAN FOR THE PROJECT FOR APPROVAL BY ENGINEER AND THE CITY OF SCHERTZ PRIOR TO CONSTRUCTION. 4.CONTRACTOR TO CUT, CAP AND ABANDON THE EXISTING 8" GRAVITY MAIN PER CITY OF SCHERTZ STANDARDS. CONTRACTOR TO COORDINATE ABANDONMENT WITH CITY AND ENGINEER. 5.ALL EXISTING LIFT STATION PUMPS, VALVES, APPURTENANCES, FENCING, CONTROL PANELS, WIRING, ETC. TO BE REMOVED AND SALVAGED PER CITY OF SCHERTZ DISCRETIONS. 6.EXISTING LIFT STATION INFORMATION BASED ON THE RIATA UNIT 1 CONSTRUCTION PLANS DATED APRIL, 2006 BY CORWIN ENGINEERING, INC., AND EXISTING CONDITIONS SURVEY BY DYE ENTERPRISES, DECEMBER 2020. 7.ABANDONED MANHOLES SHALL BE REMOVED TO A LEVEL NOT LESS THAN FOUR FEET BELOW GRADE, INLETS AND OUTLETS SECURELY PLUGGED, INLET AND OUTLET PIPES CUT AND PLUGGED OUTSIDE THE MANHOLE, AND THE STRUCTURE FILLED WITH STABILIZED SAND. SEE DETAIL IN LS-14. 8.CONTRACTOR TO CUT, CAP, AND REMOVE THE EXISTING 6" FORCE MAIN PER CITY OF SCHERTZ STANDARDS. CONTRACTOR TO COORDINATE ABANDONMENT WITH CITY AND ENGINEER. UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG EXISTING PUMPS TO BE REMOVED AND DELIVERED TO CITY OF SCHERTZ PROPOSED BOLLARD PROPOSED CHAINLINK FENCE LEGEND PROPOSED WASTEWATER LINE EXISTING MANHOLE PROPOSED LIGHTPOLE EXISTING TO BE REHABBED PROPOSED WATER SERVICE SITE INFORMATION: LIFT STATION NUMBER/NAME: IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS LOCATED AT: IH-35 , SCHERTZ, TEXAS LATITUDE: N29° 37' 22.24" LONGITUDE: W98° 14' 37.41" LOCATED WITHIN 100-YR FLOODPLAIN?: NO LOCATED WITHIN EDWARDS AQUIFER?: NO EXISTING 8-INCH SEWER MAIN TO BE CUT, AND CAPPED (SEE SHEET DM-1) EXISTING VALVES AND APPURTENANCES TO BE SALVED PER CITY OF SCHERTZ DISCRETION EXISTING VALVES AND APPURTENANCES TO BE SALVED PER CITY OF SCHERTZ DISCRETION CAP EXISTING DRAINLINE EXISTING 14-FT FIBERGLASS WET WELL TO BE FILLED WITH CEMENT STABILIZED SAND AND COVER WITH TOP SOIL TO GRADE. EXISTING CONCRETE SLAB & ACCESS HATCHES TO BE REMOVED. PROP. BLIND FLANGE TO BE WELDED TO PIPE EXISTING PIPES TO BE CUT AT WALL EXISTING VALVE VAULT ROOF TO BE REMOVED AND CUT DOWN 5-FEET BELOW GRADE. VAULT TO BE FILLED WITH CEMENT STABILIZED SAND AND COVERED WITH TOP SOIL TO GRADE. EXISTING PUMP CONTROLS AND CONTROL PANELS TO BE REMOVED AND DELIVERED TO CITY OF SCHERTZ (SEE ELECTRICAL PLANS FOR EXISTING LIFT STATION ELECTRICAL DEMO) EXISTING CONCRETE SLAB SHALL BE CUT DOWN 5-FEET BELOW GRADE. WET WELL TO BE FILLED WITH CEMENT STABILIZED SAND AND COVERED WITH COMPACTED TOP SOIL TO GRADE AND REVEGETATE 36 DM-2 DK PND PND DE M O S H E E T 2 O F 2 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 EXISTING 5-FT DIA. MH TO BE ABANDONED (SEE NOTE 7 AND DETAIL SHEET LS-14) EXISTING 5-FT DIA. MH TO BE ABANDONED (SEE NOTE 7 AND DETAIL SHEET LS-14) NOTES: 1.EXISTING LIFT STATION TO CONTINUE OPERATION UNTIL RELOCATION OF PROPOSED STATION HAS BEEN COMPLETED, TESTED, AND ACCEPTED FOR SERVICE OPERATIONS BY ENGINEER AND CITY OF SCHERTZ. CONTRACTOR TO COORDINATE EXISTING LIFT STATION DECOMMISSIONING WITH CITY AND ENGINEER. 2.CONTRACTOR TO COORDINATE PROPOSED OFF-SITE 8" GRAVITY MAIN AND PROPOSED OFF-SITE 6" FORCE MAIN MAIN CONNECTIONS WITH CITY OF SCHERTZ. 3.CONTRACTOR TO PROVIDE A BY-PASS PUMPING PLAN FOR THE PROJECT FOR APPROVAL BY ENGINEER AND THE CITY OF SCHERTZ PRIOR TO CONSTRUCTION. 4.CONTRACTOR TO CUT, CAP AND ABANDON THE EXISTING 8" GRAVITY MAIN PER CITY OF SCHERTZ STANDARDS. CONTRACTOR TO COORDINATE ABANDONMENT WITH CITY AND ENGINEER. 5.ALL EXISTING LIFT STATION PUMPS, VALVES, APPURTENANCES, FENCING, CONTROL PANELS, WIRING, ETC. TO BE REMOVED AND SALVAGED PER CITY OF SCHERTZ DISCRETIONS. 6.EXISTING LIFT STATION INFORMATION BASED ON THE RIATA UNIT 1 CONSTRUCTION PLANS DATED APRIL, 2006 BY CORWIN ENGINEERING, INC., AND EXISTING CONDITIONS SURVEY BY DYE ENTERPRISES, DECEMBER 2020. 7.ABANDONED MANHOLES SHALL BE REMOVED TO A LEVEL NOT LESS THAN FOUR FEET BELOW GRADE, INLETS AND OUTLETS SECURELY PLUGGED, INLET AND OUTLET PIPES CUT AND PLUGGED OUTSIDE THE MANHOLE, AND THE STRUCTURE FILLED WITH STABILIZED SAND. SEE DETAIL IN LS-14. 8.CONTRACTOR TO CUT, CAP, AND REMOVE THE EXISTING 6" FORCE MAIN PER CITY OF SCHERTZ STANDARDS. CONTRACTOR TO COORDINATE ABANDONMENT WITH CITY AND ENGINEER. 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL PROPOSED 45' UTILITY/ACCESS/ SITE EASEMENT 0+00 1+00 PROP. ASPHALT PAVEMENT ALL UNPAVED AREAS OF SITE WITHIN FENCED BOUNDARIES SHALL BE COVERED WITH WEED BARRIER AND A 6" LAYER OF TXDOT GRADE 1 COARSE AGGREGATE. (SEE NOTE 5) PROPOSED ELECTRICAL SHELTER. (SEE ELECTRICAL SHEETS) PROPOSED BACK OF CURB (TXDOT IMPROVEMENTS) PROPOSED LIFT STATION ACCESS ASPHALT DRIVEWAY CONNECT TO EX. PAVEMENT, SAW CUT NEAT EDGE FOR CONNECTION EXISTING 15' GVSUD UTILITY EASEMENT PROP. TXDOT RIGHT OF WAY 3+00 4+00 5+ 0 0 5+ 0 8 PROPOSED 12' DIA WET WELL WITH SUBMERSIBLE PUMPS (SEE SHEET LS-5) PROPOSED 5-FT DIA. MH A-2 WITH SMARTCOVER SYSTEM (SEE SHEET LS-4) PROPOSED BY-PASS CONCRETE PAD. (SEE SHEET LS-6) EXISTING CITY OF SCHERTZ 12-INCH WATER MAIN PROPOSED EMERGENCY GENERATOR LOCATION. (SEE ELECTRICAL SHEETS) PROPOSED LIGHT POLE. (SEE ELECTRICAL SHEETS) HOSE BIB (SEE SHEET LS-9) RPZ BACKFLOW PREVENTER (SEE SHEET LS-10 AND NOTE 7) PROP. 2" 125 L.F WATER SERVICE. TIE-IN TO EXISTING 12-INCH WATER LINE (MIN. 5 8" METER SIZE) (COORDINATE METER & SERVICE WITH CITY OF SCHERTZ) 6-INCH GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION) EXISTING RIATA LIFT STATION SITE TO BE ABANDONED. (SEE SHEET DM-1 & 2) EXISTING PROPERTY LINE PROPOSED 8' CONCRETE MASONRY FENCE. (SEE NOTE 9) PROPOSED 9" CONCRETE FLUSH CURB. (SEE SHEET LS-11) PROPOSED SCADA TOWER FOR ANTENNA. (SEE ELECTRICAL SHEETS) PROPOSED LIFT STATION ACCESS ASPHALT DRIVEWAY PROPOSED 24-FT SWING GATE EXISTING RIGHT OF WAY PROPOSED FUTURE WATER LINE (BY OTHERS) IH-35 FRONTAGE ROAD PROPOSED ACCESS/UTILITY EASEMENT BOUNDARY PROPOSED OFF-SITE 6-INCH FORCE MAIN. TIE-IN TO EXISTING 6-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-5) PROPOSED OFF-SITE 8-INCH GRAVITY MAIN. TIE-IN TO EXISTING 8-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-4) PROPOSED TXDOT DRIVE LOCATION REMOVABLE BOLLARD 6-INCH (TYP.) PROPOSED 12' DIA WET WELL WITH SUBMERSIBLE PUMPS (SEE SHEET LS-6) PROPOSED LIGHT POLE. (SEE ELECTRICAL SHEETS) TEMPORARY 20' CONSTRUCTION EASEMENT PROPOSED 24-FT FLOOD SWING GATE WATER METER (COORDINATE WITH CITY OF SCHERTZ) PROPOSED 2- 8"X22" PARKING SPACES 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 3+00 3+ 6 6 PROPOSED 45' UTILITY/ACCESS/SITE EASEMENT EXISTING 12-INCH WATER LINE EXISTING 4-INCH GAS LINE 1+00 2+00 PROPOSED OFF-SITE 6-INCH FORCE MAIN. TIE-IN TO EXISTING 6-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-5) EXISTING ROW EXISTING POWERPOLE EXISTING 4-FT DIA. WASTEWATER MANHOLE TO BE ABANDONED. (SEE SHEET DM-2) IH-35 FRONTAGE ROAD PROPOSED 5-FT DIA. DOGHOUSE MH A-1 STA. = 1+00.00 FUTURE WATER LINE (BY OTHERS) PROP. TXDOT ROW FA I R L A W N A V E . 6-INCH GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION)PROPOSED OFF-SITE 8-INCH GRAVITY MAIN. TIE-IN TO EXISTING 8-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-4) IH-35 FRONTAGE ROAD FA I R L A W N AV E . TEMPORARY 20' CONSTRUCTION EASEMENT F A I R L A W N A V E N U E H U B E R T U S R D . PROJECT SITE: IH-35 SCHERTZ, TX IH-3 5 FM 4 8 2 15'BUFFERZONE SITE INFORMATION: LIFT STATION NUMBER/NAME: IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS LOCATED AT: IH-35 , SCHERTZ, TEXAS LATITUDE: N29° 37' 22.24" LONGITUDE: W98° 14' 37.41" LOCATED WITHIN 100-YR FLOODPLAIN?: NO LOCATED WITHIN EDWARDS AQUIFER?: NO NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FEATURES DURING CONSTRUCTION, ANY FEATURES DAMAGED SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 2.UTILITIES SUCH AS WATER, ELECTRIC, GAS, FIBER OPTICS, AND TELECOMMUNICATIONS MAY EXIST WITHIN THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES SHOWN AND NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE UTILITIES CAUSED BY THE CONTRACTOR'S OPERATION. 3.QUANTITIES SHOWN ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES. 4.INSTALL PROTECTIVE REMOVABLE BOLLARDS. VERIFY LOCATION WITH CITY OF SCHERTZ INSPECTOR. 5.ALL UNPAVED AREAS OF SITE WITHIN FENCED BOUNDARIES SHALL BE COVERED WITH WEED BARRIER AND A 6” LAYER OF TXDOT GRADE 1 COARSE AGGREGATE. 6.1” WOODFORD Y1 NON-FREEZE YARD HYDRANT WITH 50FT HEAVY DUTY RUBBER HOSE, BRASS ADJUSTABLE SPRAY NOZZLE, AND MCMASTER-CARR 53325K33 HOSE RACK. 7.PROVIDE WATTS 009 RPZ BACKFLOW PREVENTER WITH BRASS PIPE/FITTINGS/VALVES, INSULATED AND HEATED ALUMINUM ENCLOSURE, AND CAST-IN-PLACE REINFORCED CONCRETE PAD. 8.INSTALL PIPE UNIONS INSIDE ENCLOSURE ON EACH SIDE OF RPZ ASSEMBLY. MINIMUM CLEARANCE INSIDE THE ENCLOSURE SHALL BE 12" BELOW, 3" ABOVE, AND 6" SIDES. PROVIDE LICENSED FIELD TESTING CERTIFICATION FOR RPZ. 9.CONTRACTOR SHALL INSTALL AN 8-FOOT TALL STANDARD LIMESTONE COLOR VERTI-CRETE (MODEL VC-4.2-8) MASONRY CONCRETE FENCE AND GATE OR APPROVED EQUAL. SEE SHEET LS-9, SEE DETAIL 18. 10.ALL ELECTRICAL FOR LIFT STATION TO BE SERVED USING UNDERGROUND ONLY. SEE ELECTRICAL SHEETS FOR DETAILS. PROPOSED BOLLARD LEGEND PROPOSED WASTEWATER LINE EXISTING MANHOLE PROPOSED LIGHTPOLE COARSE AGGREGATE ASPHALT PAVEMENT PROPOSED WATER SERVICE PROPOSED MASONRY CONCRETE FENCE UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG LOCATION MAP 36 LS-1 DK PND PND LI F T S T A T I O N S I T E P L A N IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 01 February, 2023 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL PROPOSED 45' UTILITY/ACCESS/ SITE EASEMENT 0+00 1+002+00 3+00 4+00 5+ 0 0 5+ 0 8 PROPOSED EMERGENCY GENERATOR LOCATION (SEE ELECTRICAL SHEETS) PROPOSED SCADA TOWER FOR ANTENNA (SEE ELECTRICAL SHEETS) PROPOSED ACCESS/UTILITY EASEMENT BOUNDARY PROPOSED OFF-SITE 6-INCH FORCE MAIN. TIE-IN TO EXISTING 6-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-5) PROPOSED OFF-SITE 8-INCH GRAVITY MAIN. TIE-IN TO EXISTING 8-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-4) 6-INCH GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION) EXISTING 15' GVSUD UTILITY EASEMENT EXISTING RIGHT OF WAY PROP. TXDOT RIGHT OF WAY EXISTING RIATA LIFT STATION SITE TO BE ABANDONED. (SEE SHEET DM-1 & 2) PROPOSED FUTURE WATER LINE (BY OTHERS) EXISTING PROPERTY LINE EXISTING CITY OF SCHERTZ 12-INCH WATER MAIN IH-35 FRONTAGE ROAD STABILIZED CONSTRUCTION ENTRANCE PROPOSED TXDOT DRIVE LOCATION F.F.=786.26 PROPOSED SLAB F.F.=785.62 PROPOSED SLAB F.F.=785.62 PROPOSED SLAB F.F.=785.62 PROPOSED SLAB F.F.=785.62 F.F.=786.26 F.F.=786.26 F.F.=785.85 F.F.=785.47 F.F.=783.52 F.F.=783.52F.F.=783.52 F.F.=783.52 F.F.=785.47 PROPOSED ELECTRICAL SHELTER (SEE ELECTRICAL SHEETS) 10' 10' TEMPORARY 20' CONSTRUCTION EASEMENT 7.5' 14' 3.5' 35 LF TREE PROTECTION 109 LF TREE PROTECTION 385 LF SILT FENCE PROPOSED 12' DIA WET WELL WITH SUBMERSIBLE PUMPS (SEE SHEET LS-6) 87 LF SILT FENCE 188 LF SILT FENCE F.F.=786.26 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL FA I R L A W N AV E . PROPOSED OFF-SITE 8-INCH GRAVITY MAIN. TIE-IN TO EXISTING 8-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-4) EXISTING 12-INCH WATER LINE EXISTING 4-INCH GAS LINE EXISTING ROW EXISTING POWERPOLE IH-35 FRONTAGE ROAD FUTURE WATER LINE (BY OTHERS) PROP. TXDOT ROW 6-INCH GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION) PROPOSED OFF-SITE 6-INCH FORCE MAIN. TIE-IN TO EXISTING 6-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-5)TEMPORARY 20' CONSTRUCTION EASEMENT 63 LF TREE PROTECTION 38 LF TREE PROTECTION 188 LF SILT FENCE SITE INFORMATION: LIFT STATION NUMBER/NAME: IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS LOCATED AT: IH-35 , SCHERTZ, TEXAS LATITUDE: N29° 37' 22.24" LONGITUDE: W98° 14' 37.41" LOCATED WITHIN 100-YR FLOODPLAIN?: NO LOCATED WITHIN EDWARDS AQUIFER?: NO PROPOSED BOLLARD LEGEND PROPOSED WASTEWATER LINE EXISTING MANHOLE PROPOSED LIGHTPOLE COARSE AGGREGATE ASPHALT PAVEMENT PROPOSED WATER SERVICE PROPOSED MASONRY CONCRETE FENCE UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-2 DK PND PND LI F T S T A T I O N G R A D I N G , E R O S I O N & S E D I M E N T A T I O N C O N T R O L PL A N IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 01 February, 2023 NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FEATURES DURING CONSTRUCTION, ANY FEATURES DAMAGED SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 2.UTILITIES SUCH AS WATER, ELECTRIC, GAS, FIBER OPTICS, AND TELECOMMUNICATIONS MAY EXIST WITHIN THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES SHOWN AND NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE UTILITIES CAUSED BY THE CONTRACTOR'S OPERATION. 3.QUANTITIES SHOWN ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES. 4.INSTALL PROTECTIVE REMOVABLE BOLLARDS. VERIFY LOCATION WITH CITY OF SCHERTZ INSPECTOR. 5.ALL UNPAVED AREAS OF SITE WITHIN FENCED BOUNDARIES SHALL BE COVERED WITH WEED BARRIER AND A 6” LAYER OF TXDOT GRADE 1 COARSE AGGREGATE. 6.1” WOODFORD Y1 NON-FREEZE YARD HYDRANT WITH 50FT HEAVY DUTY RUBBER HOSE, BRASS ADJUSTABLE SPRAY NOZZLE, AND MCMASTER-CARR 53325K33 HOSE RACK. 7.PROVIDE WATTS 009 RPZ BACKFLOW PREVENTER WITH BRASS PIPE/FITTINGS/VALVES, INSULATED AND HEATED ALUMINUM ENCLOSURE, AND CAST-IN-PLACE REINFORCED CONCRETE PAD. 8.INSTALL PIPE UNIONS INSIDE ENCLOSURE ON EACH SIDE OF RPZ ASSEMBLY. MINIMUM CLEARANCE INSIDE THE ENCLOSURE SHALL BE 12" BELOW, 3" ABOVE, AND 6" SIDES. PROVIDE LICENSED FIELD TESTING CERTIFICATION FOR RPZ. 9.CONTRACTOR SHALL INSTALL AN 8-FOOT TALL STANDARD LIMESTONE COLOR VERTI-CRETE (MODEL VC-4.2-8) MASONRY CONCRETE FENCE AND GATE OR APPROVED EQUAL. SEE SHEET LS-9, SEE DETAIL 18. 10.ALL ELECTRICAL FOR LIFT STATION TO BE SERVED USING UNDERGROUND ONLY. SEE ELECTRICAL SHEETS FOR DETAILS. 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 10' BUFFER ZONE 24'10' BUFFER ZONE 20' BUFFER ZONE 24' 10' 65' 5' 195' 10' BUFFER ZONE R 2 5 ' 12' 137' R25' R48 ' 34'76'60' 60'R25' 10' BUFFER ZONE 66' 30' BUFFER ZONE 10' BUFFER ZONE 27' PROPOSED 45' UTILITY/ACCESS/SITE EASEMENT 7.5' 15' N = 13774768.52 E = 2208628.09 N = 13774734.28 E = 2208619.27 N = 13774718.67 E = 2208628.49 N = 13774710.20 E = 2208661.77 N = 13774797.35 E = 2208807.68 N = 13774776.67 E = 2208819.94 N = 13774764.79 E = 2208800.05 N = 13774730.62 E = 2208791.34 N = 13774710.58 E = 2208803.18 N = 13774698.38 E = 2208782.51 N = 13774718.09 E = 2208770.87 N = 13774726.84 E = 2208736.52 N = 13774689.59 E = 2208674.08 N = 13774706.47 E = 2208607.83 N = 13774722.08 E = 2208598.61 N = 13774730.89 E = 2208564.37 N = 13774637.75 E = 2208723.86 N = 13774737.33 E = 2208892.06 N = 13774838.22 E = 2208832.29 N = 13774855.42 E = 2208822.09 N = 13774746.65 E = 2208677.16 N = 13774718.20 E = 2208589.71 N = 13774611.92 E = 2208446.59 N = 13774579.51 E = 2208465.79 N = 13774684.28 E = 2208620.78 N = 13774661.12 E = 2208634.46 N = 13774694.68 E = 2208690.33 N = 13774657.01 E = 2208732.75 N = 13774746.09 E = 2208680.18 N = 13774742.50 E = 2208693.83 N = 13774670.98 E = 2208736.05 N = 13774735.07 E = 2208844.58 N = 13774806.53 E = 2208802.24 N = 13774731.77 E = 2208858.16 N = 13774637.58 E = 2208453.20 N = 13774820.22 E = 2208805.76 N = 13774707.49 E = 2208727.82 N = 13774698.48 E = 2208733.13 N = 13774724.91 E = 2208752.93 N = 13774704.37 E = 2208747.62 N = 13774576.08 E = 2208422.01 N = 13774577.61 E = 2208411.69 N = 13774719.08 E = 2208645.05 15' BUFFER ZONE N = 13774755.34 E = 2208726.30 TEMPORARY 20' CONSTRUCTION EASEMENT IH-35 FRONTAGE ROAD L1 L2 L3 C 1 L4 C2 L5 L6 L7 C3 L8 L9 L10 C4 L1 1 L1 2 BM#2 MAG NAIL IN ASPHALT N = 13774647.23 E = 2208412.73 ELEV: 800.88 10' 14' 3.5' 5' MIN. 15' FOR ELECTRICAL COMPONENT LOCATION SEE ELECTRICAL PLANS FOR ELECTRICAL COMPONENT LOCATION SEE ELECTRICAL PLANS Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 Length 23.971 24.107 19.307 72.708 22.886 24.000 23.270 23.164 24.000 169.961 19.307 24.220 Direction S59° 10' 04.94"W S30° 44' 53.03"E S30° 34' 26.91"E N59° 11' 10.17"E S30° 33' 29.23"E N59° 26' 30.77"E N30° 33' 29.23"W N59° 08' 40.46"E N30° 38' 49.02"W S59° 09' 44.70"W N30° 34' 41.29"W N30° 48' 48.80"W Curve Table Curve # C1 C2 C3 C4 Length 75.990 39.400 39.140 38.168 Radius 48.220 25.000 25.000 24.220 Delta 090.2926 090.2973 089.7027 090.2926 SITE INFORMATION: LIFT STATION NUMBER/NAME: IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS LOCATED AT: IH-35 , SCHERTZ, TEXAS LATITUDE: N29° 37' 22.24" LONGITUDE: W98° 14' 37.41" LOCATED WITHIN 100-YR FLOODPLAIN?: NO LOCATED WITHIN EDWARDS AQUIFER?: NO NOTES: 1.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FEATURES DURING CONSTRUCTION, ANY FEATURES DAMAGED SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 2.UTILITIES SUCH AS WATER, ELECTRIC, GAS, FIBER OPTICS, AND TELECOMMUNICATIONS MAY EXIST WITHIN THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES SHOWN AND NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE UTILITIES CAUSED BY THE CONTRACTOR'S OPERATION. 3.QUANTITIES SHOWN ARE ESTIMATES ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES. PROPOSED BOLLARD LEGEND PROPOSED WASTEWATER LINE EXISTING MANHOLE PROPOSED LIGHTPOLE COARSE AGGREGATE ASPHALT PAVEMENT PROPOSED WATER SERVICE PROPOSED MASONRY CONCRETE FENCE UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-3 DK PND PND DI M E N S I O N C O N T R O L S H E E T IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 01 February, 2023 FA I R L A W N A V E OFF-SITE 8" GRAVITY MAIN PROFILE VIEW 760 765 770 775 780 785 790 795 800 760 765 770 775 780 785 790 795 800 PR O P . W E T W E L L ST A . = 5 + 0 0 . 4 0 (N W ) F L I N ( 8 " ) = 7 7 6 . 0 2 TO P = 7 8 5 . 6 2 PR O P . 5 ' D I A SS M A N H O L E M H A - 2 W I T H S M A R T C O V E R S Y S T E M ST A . = 4 + 5 3 . 1 6 (S W ) F L I N ( 8 " ) = 7 7 6 . 3 1 (S E ) F L O U T ( 8 " ) = 7 7 6 . 2 1 TO P = 7 8 6 . 0 0 PR O P . 5 ' D I A SS D O G H O U S E M A N H O L E A - 1 ST A . = 1 + 0 0 . 0 0 (S E ) F L I N ( 8 " ) = 7 7 7 . 8 5 ( E X . ) (N W ) F L O U T ( 8 " ) = 7 7 7 . 8 5 (N E ) F L O U T ( 8 " ) = 7 7 7 . 7 3 TO P = 8 0 1 . 9 9 353' of 8" SDR 26 PVC @ 0.40% 47' of 8" SDR 26 PVC @ 0.40% EXISTING GROUND (E X . ) ( A B A N D O N S E E S H E E T S (P R O P . ) PROPOSED GROUND DM - 1 & D M - 2 ) 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL 6 WL PROPOSED 45' UTILITY/ACCESS/ SITE EASEMENT 0+00 1+002+003+00 3+ 6 6 1+00 2+00 3+00 4+00 5+ 0 0 5+ 0 8 EXISTING 4-FT DIA. WASTEWATER MANHOLE TO BE ABANDONED. (SEE SHEET DM-2) PROPOSED OFF-SITE 6-INCH FORCE MAIN. TIE-IN TO EXISTING 6-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-5) FUTURE WATER LINE (BY OTHERS) PROP. TXDOT ROW 6-INCH GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION) PROPOSED OFF-SITE 6-INCH FORCE MAIN. TIE-IN TO EXISTING 6-INCH LOCATED IN FAIRLAWN AVENUE. (SEE SHEET LS-5) PROPOSED OFF-SITE 8-INCH GRAVITY MAIN. TIE-IN TO EXISTING 8-INCH LOCATED IN FAIRLAWN AVENUE. 6-INCH GVSUD WATER LINE (CONTRACTOR TO VERIFY LOCATION) PROPOSED 5-FT DIA. WASTEWATER MH A-2 WITH SMARTCOVER SYSTEM (PROPOSED 12' DIA WET WELL WITH SUBMERSIBLE PUMPS (SEE SHEET LS-6) 10' 10' TEMPORARY 20' CONSTRUCTION EASEMENT 7.5' 14' 3.5' PROPOSED 5-FT DIA. DOGHOUSE MH A-1 STA. = 1+00.00 22 SY OF ASPHALT ROAD REPAIR AND CONCRETE CURB 84 SY OF ASPHALT ROAD REPAIR AND CONCRETE CURB SITE INFORMATION: LIFT STATION NUMBER/NAME: IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS LOCATED AT: IH-35 , SCHERTZ, TEXAS LATITUDE: N29° 37' 22.24" LONGITUDE: W98° 14' 37.41" LOCATED WITHIN 100-YR FLOODPLAIN?: NO LOCATED WITHIN EDWARDS AQUIFER?: NO NOTES: 1.OPEN CUT AND REPAIR ASPHALT & GRAVEL DRIVES PER DETAILS, MATCH EXISTING MATERIAL 2.CONTRACTOR TO JOINT RESTRAIN ALL CONNECTION INTO EXISTING LINES, VALVES & FITTINGS. 3.CONTRACTOR TO FIELD VERIFY DEPTH, LOCATION, MATERIAL TYPE, AND SIZE OF EXISTING WASTEWATER LINES. 4.CONTRACTOR RESPONSIBLE FOR ALL FENCING REPAIR. 5.ALL CONSTRUCTION ACTIVITIES TO REMAIN WITHIN THE PERMANENT AND TEMPORARY EASEMENTS AND RIGHT-OF-WAY. PROPOSED BOLLARD LEGEND PROPOSED WASTEWATER LINE EXISTING MANHOLE PROPOSED LIGHTPOLE COARSE AGGREGATE ASPHALT PAVEMENT PROPOSED WATER SERVICE PROPOSED MASONRY CONCRETE FENCE UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-4 DK PND PND OF F - S I T E 8 ' ' G R A V I T Y M A I N IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 01 February, 2023 FA I R L A W N A V E 6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL6 WL 0+00 1+00 2+00 3+00 3+ 6 6 PROPOSED 12' DIA WET WELL WITH SUBMERSIBLE PUMPS (SEE SHEET LS-6) BEGINNING OF 6'' FORCE MAIN STA: 0+08.23 INSTALL: 1 - 6'' MJ 45° BEND STA: 0+89.86 INSTALL: 1 - 6'' MJ 45° BEND N75° 59' 17.03"W 82' 1+002+003+004+00 5+ 0 0 5+ 0 8 PROPOSED 45-FT UTILITY/ACCESS/SITE EASEMENT FA I R L A W N A V E . IH-35 FRONTAGE ROAD PROPOSED LIFT STATION SITE. (SEE SHEET LS-1) 20' 7.5' 10' 10' 14' 3.5' STA: 0+75.60 WARNING! EXIST. WASTEWATER MAIN CROSSING N: 13774715.6268 E: 2208658.8850 84SY OF ASPHALT ROAD REPAIR AND CONCRETE CURB 22 SY OF ASPHALT ROAD REPAIR AND CONCRETE CURB STA: 3+59.25 INSTALL: 1 - 6'' MJ 45° BEND END OF FORCE MAIN STA: 3+64.14 TIE-IN PROP. 6" FM TO EXIST. 6" FM INSTALL 1-6" WYE (CONTRACTOR TO VERIFY TIE-IN ELEVATION) N: 13774577.6144 E: 2208411.6839 STA: 3+54.61 WARNING! EXIST. WASTEWATER MAIN CROSSING N: 13774584.6957 E: 2208416.9321 OFF-SITE 6'' FM PROFILE VIEW 773 775 780 785 790 773 775 780 785 790 TI E - I N T O P R O P . 6 " F . M . TO P R O P . Y A R D P I P I N G ST A : 0 + 0 8 . 2 3 I N S T A L L : 1 - 6 ' ' M J 4 5 ° B E N D FL = 7 8 0 . 2 0 ST A : 0 + 8 9 . 8 6 I N S T A L L : 1 - 6 ' ' M J 4 5 ° B E N D FL = 7 8 3 . 5 7 81' OF 6" C-900 DR-14 FORCE MAIN @ -4.15% EXISTING GROUND 0+00 EG = 7 8 5 . 3 4 FL = 1+00 EG = 7 8 9 . 9 0 FL = 7 8 4 . 0 4 1+50 EG = 7 9 1 . 6 8 FL = 7 8 6 . 3 7 4' MIN. PROPOSED GROUND PR O P O S E D 8 " W A S T E W A T E R ST A . = 0 + 7 5 . 5 5 FL = 7 7 6 . 6 3 7' OF 6" SDR 26 FORCE MAIN @ 0.00% OFF-SITE 6'' FM PROFILE VIEW 775 780 785 790 795 800 775 780 785 790 795 800 1+50 EG = 7 9 1 . 6 8 FL = 7 8 6 . 3 7 2+00 EG = 7 9 4 . 0 2 FL = 7 8 8 . 6 9 3+00 EG = 7 9 9 . 0 0 FL = 7 9 3 . 3 3 4+00 EG = FL = 4' MIN. EXSTING GROUND ST A : 3 + 5 9 . 2 5 I N S T A L L : 1 - 6 ' ' M J 4 5 ° B E N D FL = 7 9 6 . 0 9 PR O P O S E D 8 " W A S T E W A T E R ST A . = 3 + 4 6 . 4 4 FL = 7 7 7 . 9 0 269' O F 6 " C - 9 0 0 D R - 1 4 F O R C E M A I N @ - 4 . 6 5 % 3' OF 6" C-900 DR-14 FORCE MAIN @ -5.07% ST A : 3 + 6 4 . 1 4 I N S T A L L : 1 - 6 " W Y E FL = 7 9 6 . 2 3 SITE INFORMATION: LIFT STATION NUMBER/NAME: IH-35 RIATA LIFT STATION RELOCATION AND OFFSITE SEWER IMPROVEMENTS LOCATED AT: IH-35 , SCHERTZ, TEXAS LATITUDE: N29° 37' 22.24" LONGITUDE: W98° 14' 37.41" LOCATED WITHIN 100-YR FLOODPLAIN?: NO LOCATED WITHIN EDWARDS AQUIFER?: NO PROPOSED BOLLARD LEGEND PROPOSED WASTEWATER LINE EXISTING MANHOLE PROPOSED LIGHTPOLE COARSE AGGREGATE ASPHALT PAVEMENT PROPOSED WATER SERVICE PROPOSED MASONRY CONCRETE FENCE UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-5 DK PND PND OF F - S I T E 6 ' ' F O R C E M A I N IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 01 February, 2023 NOTES: 1.OPEN CUT AND REPAIR ASPHALT & GRAVEL DRIVES PER DETAILS, MATCH EXISTING MATERIAL 2.CONTRACTOR TO JOINT RESTRAIN ALL CONNECTION INTO EXISTING LINES, VALVES & FITTINGS. 3.CONTRACTOR TO FIELD VERIFY DEPTH, LOCATION, MATERIAL TYPE, AND SIZE OF EXISTING WASTEWATER LINES. 4.CONTRACTOR RESPONSIBLE FOR ALL FENCING REPAIR. 5.ALL CONSTRUCTION ACTIVITIES TO REMAIN WITHIN THE PERMANENT AND TEMPORARY EASEMENTS AND RIGHT-OF-WAY. 6.CONTRACTOR TO INSTALL DEFLECTIONS AT BENDS PER MANUFACTURES RECOMMENDATIONS TO MAINTAIN PROFILE GRADE. 7.FORCE MAIN SHALL BE C-900, DR-14 PVC PIPE (GREEN) SEWER PIPE. 8.PLUG VALVES SHOULD HAVE A VALVE BOX PER CIT OF SCHERTZ STANDARD WATER VALVE BOX DETAIL EXCEPT LIDS. MA T C H L I N E SE E T H I S S H E E T SE E T H I S S H E E T MA T C H L I N E CO N N E C T T O E X . 6 " F O R C E M A I N IH-35 RIATA LIFT STATION DESIGN PUMPS: SUPPLY 2 ITT FLYGT HIGH EFFICIENCY SUBMERSIBLE PUMP MODEL NP3153 SH 3~274, 23 HP, 3505 RPM 6 29 32" IMPELLER, NO EQUIVALENT. INSTALL 2 PUMPS WITH 2 MIX FLUSH VALVES THIS CONTRACT, AND INSTALL PIPING, RAILS, ETC FOR 2 PUMPS. 6" 90° BEND 6" FLEX COUPLING W/ RESTRAINTS 6" X 4" REDUCER 6" CHECK VALVE (HYDRAULIC DAMPENING) (VERIFY FLOW DIRECTION WITH INSPECTOR PRIOR TO INSTALLATION) 6" PLUG VALVE 6" 45° BEND 6" CLASS 54 DUCTILE, LENGTH AS REQUIRED 6" X 6" WYE 6" TEE 6" PLUG VALVE W/ BOX 6" EMERGENCY BYPASS W/ 316SS QUICK COUPLER AND PLUG 8" PVC STILLING WELL (SEE ROOF PLAN THIS SHEET) 2' (MIN.) 2' (MIN.) 2' (MIN.)2' (MIN.) 4' 6' 2' (MIN.) 11'-5" 10'-5" 9'-5" 8'-5" 8' MIN. PROPOSED 8" SDR 26 PVC (SEE SHEET LS-4) PUMP ACCESS HATCH WITH MIN. OF 48" X 72" CLEAR OPENING OR AS REQ'D BY PUMP MANUFACTURER (SEE NOTE 2) WITH ALUMINUM SAFETY GRATES AND COVERS WITH PADLOCKS STAPLES AND COVER ELECTRICAL NOTE: SEE ELECTRICAL PLANS FOR JUNCTION BOX LOCATION AND DETAILS. CONTRACTOR TO COORDINATE FINAL JUNCTION BOX LOCATIONS WITH ENGINEER AND OWNER PRIOR TO INSTALLATION. INSTALL SEAL OFF FITTINGS WITH 3M-2123 FOR ALL CONDUITS, ROUTE WET WELL IN SLAB (NOT EXPOSED), STUBUP FROM SLAB WITH PVC COATED GRS FACTORY 90-BENDS, BELL END ADAPTERS AT HATCH. PROPOSED PRESSURE GAUGE 2" COMBINATION AIR/VACUUM RELEASE VALVE (A.R.I. MODEL D-025) SEE SHEET LS-5 FOR FORCE MAIN CONTINUATION. 4" FLOOR DRAIN PIPE CONCRETE PAD (SEE BYPASS RISER AND VALVE. THIS SHEET) CONCRETE VALVE VAULT MIN 48" X 72" ACCESS TO OPEN IN DIRECTION OF THE WET WELL. BEGINNING OF FORCE MAIN ALIGNMENT LIFT STATION ALIGNMENT PLAN VIEW @ GRADE 2' (MIN.) 2' (MIN.) 6" MIN . WET WELL VENT WITH 316 SS SCREEN FLANGED (SEE SHEET LS-10) SEE STRUCTURAL PLAN SHEETS FOR WET WELL SLAB 4 " MIN. DIA. VALVE VAULT VENT WITH 316 SS SCREEN FLANGED (SEE SHEET LS-10) PROPOSED LADDER (SEE DETAIL SHEET LS-8)5'-5" MIN. HOFFMAN NEMA 4X SS JUNCTION BOX W/ GASKETED FRONT COVER.. (SEE ELECTRICAL SHEETS) WET WELL PIPING SUPPORT DETAIL NOTE: ALL MATERIAL SHALL BE 316SS, ALL NUTS SHALL BE LOCK NUTS, INSTALL FLAT WASHERS FOR ALL BOLTS AND NUTS 1/2" THREADED 316SS RODS BRACKET DETAIL FOR PIPE AND PUMP GUIDE RAIL SUPPORT, ALL COMPONENTS SHALL BE 316SS LATERAL SUPPORT C4x7.25 316SS CHANNEL WELDED TO 6" X 6" X 1/2" 316SS PLATES. BEND PLATES TO MATCH WET WELL CURVATURE. MOUNT TO WET WELL WALL USING 4 EACH 1/2" DIAMETER 316SS EPOXY ANCHOR BOLTS MINIMUM. SET 1/2" NEOPRENE GASKET ON WET WELL WALL SURFACES IN SIKA 1A (OR EQUAL) SEALANT. P-1 P-2 INSTALL ALL PIPING RAILS, ETC. FOR ALL TWO PUMPS BYPASS RISER & VALVE 6" PLUG VALVE MJ STANDARD C.I. VALVE & BOX ASSEMBLY SEE TYPICAL EXTERIOR EQUIPMENT PAD DETAIL CAST IRON COVER LABELED "WASTEWATER" 6" X 6" TEE MJ 6" D.I. PIPE 6" 90° BEND MJ 6" 90° BEND, BLIND FLANGE (FLG. X FLG.) & CAMLOCK WITH QUICK CONNECT 6" D.I. PIPE PROPOSED GRADE 1 COAT OF STEEL PRIMER; 2 COATS OF EXTERIOR ENAMEL 2'-6" 6" CHECK VALVE (HYDRAULIC DAMPENING) INSTALL 316 S.S. PIPE SUPPORT WET WELL SECTION VIEW P-1 P-2 C R I S E R P I P E LC P U M P S LC W E T W E L L PUMP TO BE POSITIONED RELATIVE TO HATCH CLEAR OPENING AND MANUFACTURER'S REQUIREMENTS C DISCHARGE PIPING LC WET WELL DISCHARGE PIPING SUPPORT SEE DETAIL THIS SHEET INFLUENT SEWER PSX DIRECT DRIVE BOOT L SEPARATION PER PUMP AND VALVE MANUFACTURERS C DISCHARGE PIPING L L UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-6 DK PND PND LI F T S T A T I O N P L A N V I E W S H E E T IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 1.SAND BLAST AND LINE INTERIOR OF WET WELL TO BE COATED PER CITY OF SCHERTZ SPECIFICATION OR APPROVED EQUAL (CALCIUM ALUMINATE). 2.THE ACCESS COVERS SHALL BE A MINIMUM OF 48 INCH BY 72 INCH. PUMP SUPPLIER SHALL PROVIDE DIMENSIONS OF ACCESS OVER THE WET WELL TO ENSURE COMPATIBILITY WITH SUPPLIED EQUIPMENT. THE ACCESS FRAME AND COVER TO THE VAULT SHALL BE CONSTRUCTED OF ALUMINUM THREAD PLATE AND SHALL BE WATERTIGHT (GASKET). THE DOORS SHALL OPEN TO 90° AND AUTOMATICALLY LOCK. THE LIFTING HANDLES, HANDLES, HINGES AND ALL FASTENING HARDWARE SHALL BE ALUMINUM OR STAINLESS STEEL, TYPE 316. ACCESS COVER ON VALVE VAULT SHALL BE A MINIMUM OF 48 INCH BY 72 INCH. 3.PUMP SUPPLIER SHALL PROVIDE DIMENSIONS OF THE 316 STAINLESS STEEL GUIDE RAILS TO ENSURE COMPATIBILITY WITH SUPPLIED EQUIPMENT. THE PUMP SHALL BE EASILY REMOVED FOR INSPECTION OR SERVICE. PERSONNEL SHALL HAVE NO REASON TO ENTER THE WET WELL. GUIDE RAILS SHALL BE SUPPORTED EVERY 10 FEET WITH 316 STAINLESS STEEL SUPPORTS. 4.ALL HARDWARE AND FASTENERS USED SHALL BE CONSTRUCTED OF 316 SERIES STAINLESS STEEL. GUIDE BRACKETS FOR EACH PUMP MUST BE SUPPLIED BY THE PUMP MANUFACTURER TO ENSURE COMPATIBILITY WITH SUPPLIED EQUIPMENT. 5.EACH PUMPING UNIT SHALL BE PROVIDED WITH A STAINLESS STEEL LIFTING CHAIN. LIFTING CHAIN SHALL EXTEND A MINIMUM 10-FT ABOVE WET WELL. 6.A 316 STAINLESS STEEL FLOAT MOUNTING ASSEMBLY SHALL BE PROVIDED. THE FLOATS SHALL BE MOUNTED AWAY FROM THE WET WELL INLET, ANY CONTROL WIRING, AND THE PUMPS TO MINIMIZE DISTURBANCE . LEVEL SETTINGS ARE SHOWN ON THIS SHEET. 7.IN THE WET WELL AND VALVE VAULT ALL STATIONARY PIPING USED SHALL BE CLASS 54 DUCTILE IRON WITH FIELD APPLIED TWO PART EPOXY PAINT COATING. ALL HARDWARE MUST BE 316 SERIES STAINLESS STEEL WITH ANTI-SEIZE COMPOUND AND NO PAINT. 8.PUMP/MOTOR DATA (1 PUMP RUNNING 1 STAND-BY) : Q= 424 GPM RPM= 3505 RPM H= 121 FT V= 200V-3 PHASE HP= 23 HP IMPELLER DIA.= 6 29 32" 9.THE 6" WYE SHALL HAVE 1/4 INCH TAP WITH STAINLESS STEEL OR BRONZE BALL VALVES. PRESSURE GAUGES SHALL BE INSTALLED (0-100 PSI). 10.IN THE VAULT ALL DISCHARGE LINES SHALL HAVE ADEQUATE THRUST SUPPORT MEMBERS AT EACH FITTING. WHERE POSSIBLE, LONG RADIUS 90 DEGREE BENDS SHALL BE USED. 11.THE DISCHARGE LINE FROM EACH PUMP SHALL BE FITTED WITH A CHECK VALVE AND A PLUG VALVE, WITH THE CHECK VALVE ON THE PUMP SIDE OF THE PLUG VALVE. WHEN NECESSARY, AIR RELEASE VALVE(S) SHALL BE INSTALLED DOWNSTREAM OF THE PLUG VALVES. 12.THE VALVE VAULT SHALL BE SIZED LARGE ENOUGH TO PROVIDE AT LEAST 2 FOOT OF CLEARANCE AROUND ALL APPURTENANCES. THE COVERS SHALL BE ABLE TO BE SECURED BY A PADLOCK USING A HEAVY DUTY HASP. THE VAULT SHALL BE COATED WITH THE SAME COATINGS AS THE WET WELL. ALL PIPING SHALL BE COATED WITH COAL TAR EPOXY. 13.THE VALVE VAULT SHALL HAVE A DRAIN TO THE WET WELL. THE DRAIN SHALL BE A 4 INCH DIAMETER AND BE FITTED WITH A FLAP VALVE OR A BACK-FLOW PREVENTER AND A TRAP TO PREVENT GASES OR WATER FROM ENTERING THE VALVE VAULT. THE OPENING TO THE DRAIN SHALL BE COVERED WITH A STAINLESS STEEL SCREEN. 14.BOTTOM OF WET WELL SHALL HAVE A MINIMUM SLOPE OF 10 PERCENT TO THE PUMP INTAKES AND SHALL HAVE A SMOOTH FINISH. 15.SEAL WET WELL WALL PENETRATIONS WITH NON-SHRINK GROUT AND PSX BOOTS. 16.ALL PIPING, FITTINGS, AND VALVES SHALL BE RESTRAINED. 17.VAULT SHALL HAVE A STAINLESS STEEL SAFETY LADDER INSTALLED AS INDICATED ON SHEET LS-7. MAXIMUM RUNG SPACING OF 12 INCHES WITH 316 STAINLESS STEEL HARDWARE AND COATING OR BARRIER BETWEEN DISSIMILAR MATERIALS. 18.CASSION METHOD IS ACCEPTABLE, CONTRACTOR TO DESIGN AND SUBMIT TO ENGINEER/OWNER, SEE GEOTECHNICAL REPORT FOR SOIL/GROUNDWATER INFORMATION. 19.ALL ELECTRICAL FOR LIFT STATION TO BE SERVED USING UNDERGROUND ONLY. 20.LATERAL SUPPORT UNISTRUT CHANNEL SIZING: PIPE SIZE:STRUT SIZE:PLATE SIZE:BOLT SIZE: 4" & 6" 2.5" X 2.5" 6" X 8" 3 8" 21.PRE-CAST WET WELL WALLS SHALL BE WRAPPED. CONTRACTOR SHALL PROVIDE THE MANUFACTURER'S WRAP SUBMITTAL TO THE CITY FOR REVIEW AND APPROVAL. WRAPS SHALL BE A MINIMUM OF 9-INCHES WIDE. STAINLESS STEEL CABLE GRIPS TO BE USED FOR FLOATS (SEE NOTE 5) HINGED SIDE ROTATED FOR CLARITY. 316 STAINLESS STEEL GUIDE RAILS (SEE NOTE 3) ALL SECTION JOINTS SHALL BE SEALED WITH RUBBER GASKETS, WIPE ALL EXTERIOR JOINTS WITH NON-SHRINK GROUT. SEE NOTE 21 FLAP VALVE VERTICAL RISER SUPPORT (SEE NOTE 4) SLAB ELEV. 785.62 PLACE PSX BOOT AND NON-SHRINK GROUT (EACH END). 6" MIN. DIA. GALVANIZED VENT WITH MESH 316 SS SCREEN SEE NOTE 14 FOR CONCRETE FINISHING BLOCK-OUT GROUT FILLET AROUND STILLING WELL HIGH LEVEL ALARM/ INVERT ALL PUMPS ON ELEV. 775.90 30 ° 3 0 ° SYNKO-FLEX WATERSTOP UNDER WALL (SEE STRUCTURAL PLAN SHEET) ADEKA P-201 WATERSTOP UNDER WALL (SEE STRUCTURAL PLAN SHEET) 12-FT DIA. ASTM C-478 PRECAST REINFORCED CONCRETE WET WELL WITH RUBBER GASKET JOINTS & WATERPROOFING (SEE STRUCTURAL SHEETS) 8" DIA. SDR 26 INLET (SEE SHEET LS-1 FOR LOCATION) INSTALL A 8" DIA. TEE (ROTATED FOR CLARITY) INFLUENT ENTRY PSX DIRECT DRIVE BOOT FILLED WITH NON-SHRINK GROUT AT EACH END (TYPICAL) FOR WET WELL COATING, SEE NOTE 1 THIS SHEET SEE STRUCTURAL CAP SLAB PLAN SHEET GROUT BOTTOM TO PUMP INTAKE, 30° MIN. SLOPE, FORMED RECTANGULAR BLOCKOUT AROUND PUMPS, DIMENSIONS PER PUMP MANUFACTURER. 316SS PIPE SUPPORTS AND INTERMEDIATE GUIDE RAIL BRACKETS AT 10 FT. MAX SPACING (SEE NOTE 4) FLOOR DRAIN S C H . 8 0 PVC (SEE NOT E 1 3 ) 4" GAS TRAP STAINLESS STEEL DRAIN COVER SLOPE FLOOR TO DRAIN AT 1 4" PER 1' VENT LINE HINGED SIDE ROTATED FOR CLARITY. DEPTH OF VALVE VAULT TO BE NO LESS THAN 4'-0" AND NO GREATER THAN 6'-0" 2" COMBINATION AIR/VACUUM RELEASE VALVE. (A.R.I MODEL D-025 WITH MALE CAM LOCK OUTLET) 12" MIN. DEPTH WITH #5 @ 12" T+B.O.C.E.W. CONCRETE SLAB (BOLT VALVE VAULT SLAB) PROP. CONCRETE VALVE VAULT W/ LADDER TO BE A MIN. 9'-5" X 8'-5" INSIDE AREA. (BOLT VALVE VAULT TO SLAB) ADJUSTABLE JACK STAND SUPPORTS 12" MIN. 2' MIN. 2' MIN. 2' MIN. 2' MIN 1' MIN. CLEARANCE TO FLOOR OF VAULT SEE STRUCTURAL PLAN SHEET SEE STRUCTURAL PLANS AND GEOTECHNICAL REPORT FOR BACKFILL AND EXCAVATION REQUIREMENTS. 8" DIA. INVERT ELEV. 776.02 BOTTOM ELEV. 765.00 PUMP ON ELEV: 771.50 PUMP OFF ELEV:769.50 ALL PUMPS OFF ELEV:768.50 EPOXY LINED DUCTILE IRON PIPE C900 DR14 PIPE VEGA RADAR LEVEL TRANSMITTER MOUNTED IN NEMA 4X 316 SS HINGED BOX SIZED FOR LEVEL TRANSMITTER IN AN AREA OF THE WET WELL WHICH IS REMOVED FROM THE EFFECTS OF THE INFLUENT FLOW(S) BEING RECEIVED AND ACCORDING TO MANUFACTURERS RECOMMENDATIONS. 8" DIA. SPOOL PIECE 2' MIN. LENGTH 4" MIN. DIA VALVE VAULT VENT WITH MESH 316 SS SCREEN FLANGED (SEE SHEET LS-10) 316SS MOUNTING BRACKETS EVERY 5 FT MOTOR POWER AND SENSOR CABLES AND FULL LENGTH 316SS LIFTING CHAINS IH-35 RIATA LIFT STATION DESIGN PUMPS: SUPPLY 2 ITT FLYGT HIGH EFFICIENCY SUBMERSIBLE PUMP MODEL NP3153 SH 3~274, 23 HP, 3510 RPM 3 1 8" IMPELLER, NO EQUIVALENT. INSTALL 2 PUMPS WITH 2 MIX FLUSH VALVES THIS CONTRACT, AND INSTALL PIPING, RAILS, ETC FOR 2 PUMPS. 6" 90° BEND 6" FLEX COUPLING W/ RESTRAINTS 6" X 4" REDUCER 6" CHECK VALVE (HYDRAULIC DAMPENING) (VERIFY FLOW DIRECTION WITH INSPECTOR PRIOR TO INSTALLATION) 6" PLUG VALVE 6" 45° BEND 6" CLASS 54 DUCTILE, LENGTH AS REQUIRED 6" X 6" WYE 6" TEE 6" PLUG VALVE W/ BOX 6" EMERGENCY BYPASS W/ 316SS QUICK COUPLER AND PLUG. (ROTATED FOR CLARITY) 6" CHECK VALVE (HYDRAULIC DAMPENING) PUMP(S) IN OPERATION STATION OPERATION TABLES ACTIONELEVATION WATER LEVEL PUMP CONTROL LEVELS PRIMARY TRANSDUCER - HIGH LEVEL ALARM ALL PUMPS ON BACKUP FLOAT - HIGH LEVEL ALARM ALL PUMPS OFF 775.90 PRIMARY TRANSDUCER - PUMP LEVEL PUMP OFF769.50 PUMP ONPRIMARY TRANSDUCER - PUMP LEVEL771.50 768.50 BACKUP FLOAT - LOW LEVEL ALARM PRIMARY TRANSDUCER - LOW LEVEL ALARM ALL PUMPS ON ALL PUMPS OFF 775.90 768.50 PUMP NOTES: 1.CONNECTION BETWEEN PUMP DISCHARGE FLANGE & DISCHARGE PIPE FLANGE SHALL BE A MACHINED METAL TO METAL WATER TIGHT CONTACT. 2.NO PORTION OF THE PUMP SHALL BE IN CONTACT WITH THE FLOOR. 3.PUMPS AND WET WELL LEVEL SHALL BE MONITORED VIA SCADA STRUCTURAL NOTES: 1.CONCRETE SLABS AND SUBGRADE FILLING SHALL BE DESIGN BASED ON THE WET WELL DIMENSIONS, SOIL CONDITIONS, ETC 2.ALL SPOIL MATERIAL TO BE HAULED-OFF SITE. UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-7 DK PND PND LI F T S T A T I O N P R O F I L E V I E W S H E E T IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 01 February, 2023 1.SAND BLAST AND LINE INTERIOR OF WET WELL TO BE COATED PER CITY OF SCHERTZ SPECIFICATION OR APPROVED EQUAL (CALCIUM ALUMINATE). 2.THE ACCESS COVERS SHALL BE A MINIMUM OF 48 INCH BY 72 INCH. PUMP SUPPLIER SHALL PROVIDE DIMENSIONS OF ACCESS OVER THE WET WELL TO ENSURE COMPATIBILITY WITH SUPPLIED EQUIPMENT. THE ACCESS FRAME AND COVER TO THE VAULT SHALL BE CONSTRUCTED OF ALUMINUM THREAD PLATE AND SHALL BE WATERTIGHT (GASKET). THE DOORS SHALL OPEN TO 90° AND AUTOMATICALLY LOCK. THE LIFTING HANDLES, HANDLES, HINGES AND ALL FASTENING HARDWARE SHALL BE ALUMINUM OR STAINLESS STEEL, TYPE 316. ACCESS COVER ON VALVE VAULT SHALL BE A MINIMUM OF 48 INCH BY 72 INCH. 3.PUMP SUPPLIER SHALL PROVIDE DIMENSIONS OF THE 316 STAINLESS STEEL GUIDE RAILS TO ENSURE COMPATIBILITY WITH SUPPLIED EQUIPMENT. THE PUMP SHALL BE EASILY REMOVED FOR INSPECTION OR SERVICE. PERSONNEL SHALL HAVE NO REASON TO ENTER THE WET WELL. GUIDE RAILS SHALL BE SUPPORTED EVERY 10 FEET WITH 316 STAINLESS STEEL SUPPORTS. 4.ALL HARDWARE AND FASTENERS USED SHALL BE CONSTRUCTED OF 316 SERIES STAINLESS STEEL. GUIDE BRACKETS FOR EACH PUMP MUST BE SUPPLIED BY THE PUMP MANUFACTURER TO ENSURE COMPATIBILITY WITH SUPPLIED EQUIPMENT. 5.EACH PUMPING UNIT SHALL BE PROVIDED WITH A STAINLESS STEEL LIFTING CHAIN. LIFTING CHAIN SHALL EXTEND A MINIMUM 10-FT ABOVE WET WELL. 6.A 316 STAINLESS STEEL FLOAT MOUNTING ASSEMBLY SHALL BE PROVIDED. THE FLOATS SHALL BE MOUNTED AWAY FROM THE WET WELL INLET, ANY CONTROL WIRING, AND THE PUMPS TO MINIMIZE DISTURBANCE . LEVEL SETTINGS ARE SHOWN ON THIS SHEET. 7.IN THE WET WELL AND VALVE VAULT ALL STATIONARY PIPING USED SHALL BE CLASS 54 DUCTILE IRON WITH FIELD APPLIED TWO PART EPOXY PAINT COATING. ALL HARDWARE MUST BE 316 SERIES STAINLESS STEEL WITH ANTI-SEIZE COMPOUND AND NO PAINT. 8.PUMP/MOTOR DATA (1 PUMP RUNNING 1 STAND-BY) : Q= 424 GPM RPM= 3505 RPM H= 121 FT V= 200V-3 PHASE HP= 23 HP IMPELLER DIA.= 6 29 32" 9.THE 6" WYE SHALL HAVE 1/4 INCH TAP WITH STAINLESS STEEL OR BRONZE BALL VALVES. PRESSURE GAUGES SHALL BE INSTALLED (0-100 PSI). 10.IN THE VAULT ALL DISCHARGE LINES SHALL HAVE ADEQUATE THRUST SUPPORT MEMBERS AT EACH FITTING. WHERE POSSIBLE, LONG RADIUS 90 DEGREE BENDS SHALL BE USED. 11.THE DISCHARGE LINE FROM EACH PUMP SHALL BE FITTED WITH A CHECK VALVE AND A PLUG VALVE, WITH THE CHECK VALVE ON THE PUMP SIDE OF THE PLUG VALVE. WHEN NECESSARY, AIR RELEASE VALVE(S) SHALL BE INSTALLED DOWNSTREAM OF THE PLUG VALVES. 12.THE VALVE VAULT SHALL BE SIZED LARGE ENOUGH TO PROVIDE AT LEAST 2 FOOT OF CLEARANCE AROUND ALL APPURTENANCES. THE COVERS SHALL BE ABLE TO BE SECURED BY A PADLOCK USING A HEAVY DUTY HASP. THE VAULT SHALL BE COATED WITH THE SAME COATINGS AS THE WET WELL. ALL PIPING SHALL BE COATED WITH COAL TAR EPOXY. 13.THE VALVE VAULT SHALL HAVE A DRAIN TO THE WET WELL. THE DRAIN SHALL BE A 4 INCH DIAMETER AND BE FITTED WITH A FLAP VALVE OR A BACK-FLOW PREVENTER AND A TRAP TO PREVENT GASES OR WATER FROM ENTERING THE VALVE VAULT. THE OPENING TO THE DRAIN SHALL BE COVERED WITH A STAINLESS STEEL SCREEN. 14.BOTTOM OF WET WELL SHALL HAVE A MINIMUM SLOPE OF 10 PERCENT TO THE PUMP INTAKES AND SHALL HAVE A SMOOTH FINISH. 15.SEAL WET WELL WALL PENETRATIONS WITH NON-SHRINK GROUT AND PSX BOOTS. 16.ALL PIPING, FITTINGS, AND VALVES SHALL BE RESTRAINED. 17.VAULT SHALL HAVE A STAINLESS STEEL SAFETY LADDER INSTALLED AS INDICATED ON SHEET LS-7. MAXIMUM RUNG SPACING OF 12 INCHES WITH 316 STAINLESS STEEL HARDWARE AND COATING OR BARRIER BETWEEN DISSIMILAR MATERIALS. 18.CASSION METHOD IS ACCEPTABLE, CONTRACTOR TO DESIGN AND SUBMIT TO ENGINEER/OWNER, SEE GEOTECHNICAL REPORT FOR SOIL/GROUNDWATER INFORMATION. 19.ALL ELECTRICAL FOR LIFT STATION TO BE SERVED USING UNDERGROUND ONLY. 20.LATERAL SUPPORT UNISTRUT CHANNEL SIZING: PIPE SIZE:STRUT SIZE:PLATE SIZE:BOLT SIZE: 4" & 6" 2.5" X 2.5" 6" X 8" 3 8" 21.PRE-CAST WET WELL WALLS SHALL BE WRAPPED. CONTRACTOR SHALL PROVIDE THE MANUFACTURER'S WRAP SUBMITTAL TO THE CITY FOR REVIEW AND APPROVAL. WRAPS SHALL BE A MINIMUM OF 9-INCHES WIDE. DETAIL 1: SAFETY GRATE DETAILS GAP BETWEEN ACCESS HATCH AND SAFETY GRATE SHALL NOT EXCEED 4" SAFETY GRATE OPENINGS SHALL NOT EXCEED 4" APPLY YELLOW AND BLACK THICK COATING DO N O T S T E P O N G R A T E DO N O T S T E P O N G R A T E DO NOT STEP ON GRATE PAINT "DO NOT STEP ON GRATE" W/RED ACRILYC PAINT. 5" HIGH STENCIL LETERS ALL AROUND ACCESS HATCH SAFETY GRATE HATCH COVER KEY NOTES: ·SAFETY GRATE SHALL BE UP TO 12" BELOW TOP OF CONCRETE SLAB, BUT IN NO CASE THE 12" DISTANCE SHALL BE EXCEEDED. ·ACCESS HATCH COVER SHALL BE PERFECTLY LEVELED WITH TOP OF CONCRETE SLAB. ·PROVIDE 2 EACH HATCH KEYS. ·HATCH ASSEMBLY SHALL BE RATED FOR 300 PSF LIVE LOAD DETAIL 7: LADDER DETAIL ∅ 1.LADDER SHALL BE ALL STAINLESS STEEL WELDED CONSTRUCTION AND BE FLAT WALL MOUNTED 2.LADDER SHALL BE FLOOR AND WALL MOUNTED ACCORDING TO MANUFACTURE RECOMMENDATIONS (L1D MOUNTING) 3.LENGTH OF LADDER SHALL BE EQUAL TO DEPTH OF VALVE VAULT WITH 6" CLEARANCE FROM THE BOTTOM ACCESS HATCH. 6" 1.6' (MN.) SERIES L1D LADDERS · · · · · · · · · · · (ADVISE) L1D (FLOOR AND WALL MOUNT) HALLIDAY PRODUCTS DETAIL 2: PIPE SUPPORT DETAILS SECTION VIEW CONCRETE ANCHOR BOLTS (4 TYP) 12"X6" 6"X6"X3 8" BASE PLATE FLAT WASHER AND NUT SOLIDLY WELDED ALL AROUND NOTE: ALL COMPONENTS SHALL BE STAINLESS STEEL 316. 212" SCH 40 PIPE HEIGHT ADJUSTMENT NUT SUPPORT SHAFT THREADED SOLIDLY WELDED ALL AROUND PIPE SUPPORT CLAMPS NEOPRENE GASKET DISCHARGE PIPE PLATE DETAIL TOP SLAB 4X DRILL HOLE 9 16" DIAMETER 3 8" BOLT, NUT AND WASHER PRESSURE GAUGE 1/2" STAINLESS STEEL 316 BALL VALVE HEADER PIPE NEOPRENE GASKET DETAIL 3: PRESSURE GAUGE INSTALLATION DETAIL 1/2" STAINLESS STEEL 316 THREADED TUBE KEY NOTES: ·PRESSURE GAUGE SHALL BE RATED FOR CORROSIVE SERVICE ·4" DIAL SIZE ·GRADE 1A ·LIQUID FILLED ·TYPE 316 STAINLESS STEEL BOURDON TUBE ·FULL BLOWOUT PROTECTION ·GLASS SAFETY LENS ·GAUGE TO READ IN BOTH FTH20 AND PSI. SELECT RANGE FOR NORMAL WORKING PRESSURE TO BE MID-RANGE. DIAPHRAGM SEAL FILLED WITH GLYCERIN 1 /2" FITTINGS, BALL VALVE, AND PLAIN END BIBB SAMPLING VALVE (ALL 316SS) BRONZE SADDLE WITH DOUBLE SS STRAPS BY FORD OR MUELLER DETAIL 6: AIR RELEASE VALVE INSTALLATION DETAIL AT HEADER HEADER PIPE NEOPRENE GASKET 2" GATE VALVE 1/2" BALL VALVE 1 1/2" PVC SCH 40 AIR BLEED PIPE PIPE BACK INTO WET WELL 2-INCH THREADED TYPE AUTOMATIC SEWAGE AIR RELEASE VALVE. A.R.I. D-025 OR APPROVED EQUAL BRONZE SADDLE WITH DOUBLE SS STRAPS BY FORD OR MUELLER SLOPE A T 33.33% ( M A X . ) SLOPE A T 33.33% ( M A X . ) SEE PLAN SPECIFICATIONS: 1. 10" COMPACTED BASE PER GEOTECHNICAL RECOMMENDATIONS. 2. ASPHALT SHALL BE 3" TYPE "D". 3. SUBGRADE COMPACTED TO A MIN. OF 6" AND SHALL BE MOISTURE CONDITIONED PER GEOTECHNICAL RECOMMENDATIONS. DETAIL 5: ASPHALT PAVING DETAIL 6" COMPACTED SUBGRADE W/ GEOGRID 3" HMAC 9" CONCRETE FLUSH CURB 12"12" 10" FLEXIBLE BASE UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-8 DK PND PND WE T W E L L A N D P I P I N G D E T A I L S S H E E T 1 O F 3 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 DETAIL 11: HOSE BIB DETAIL 36" 6" WATERLINE SEE SITE PLAN 36" MIN COVER 1" SCH 80 PVC 1" WOODFORD Y1 YARD HYDRANT WITH HOSE AND ACCESSORIES NOTE: 1" WOODFORD Y1 NON-FREEZE YARD HYDRANT WITH 50FT HEAVY DUTY RUBBER HOSE, BRASS ADJUSTABLE SPRAY NOZZLE, AND MCMASTER-CARR 53325K33 HOSE RACK 1'-6" 3/4" WELDED STEEL LOOP 1" INNER RADIUS 6" SCH 80 STEEL PIPE (PAINTED YELLOW) CAST IRON SLEEVE SET IN CONCRETE FINISHED GRADE 4'-0" 4" 12" 12" 12" 8" 1'-6" 4'-0"3,000 PSI CONCRETE BASE 4-4' #4 #4-12" O.C. 12" TOP VIEW DETAIL 8: REMOVABLE BOLLARD DETAIL - NTS NOT TO SCALE 9" 18" (1") DIA. SMOOTH DOWEL 9"3/4" REMOLDED EXP. JOINT MATL. REBAR - PER CONCRETE PAVING DETAIL 1" MIN. CLEARANCE CONCRETE PAVING EXPANSION JOINT DETAIL 26 GAUGE PLASTIC TUBE 1" MIN. CLEARANCE 1/4" CONCRETE PAVING CONCRETE JOINT DETAIL TABLE 1 PAVEMENT THICKNESS (IN) 4 1/2 5 6 7 8 9 10 11 12 DOWEL SIZES AND SPACINGS DIAMETER (IN) 1/2 1/2 3/4 1 1 1 1/4 1 1/4 1 1/4 1 1/4 LENGTH (IN) 18 18 18 18 18 18 18 18 18 SPACING (IN) 12 12 12 12 12 12 12 12 12 DETAIL 9: NOT TO SCALE DETAIL 10: TYPICAL EXTERIOR EQUIPMENT PAD - NTS @ 12"C/C, 2'-0" 4x 8"8" 6" MIN. 6" 6" 2" CLR. 6" MAX. 1'-0" 3" CLR. ALTERNATE DIRECTION OF 2'-0" LEG 3/4" CHAMFER FINISH GRADE, SLOPE AWAY FROM PAD #4 CONT, T&B AT PERIMETER. HOOK ENDS AT CORNERS BASE OF EQUIPMENT 6" COMPACTED CRUSHED LIMESTONE BASE MATERIAL #4 @ 12"C/C, EW 5'-0" COMPACTED SELECT FILL CONCRETE SLAB-ON-GRADE #4 CONT, T&B, W/STD HOOK AT ENDS # PROVIDE INTERIOR BEAM AS SHOWN ON PLAN OR @ 20'-0" MAX CENTERS. INTERIOR BEAMS ARE REQUIRED IF OVERALL PAD DIMENSION IS 20'-0" OR GREATER UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-9 DK PND PND WE T W E L L A N D P I P I N G D E T A I L S S H E E T 2 O F 3 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 DETAIL 18: LIFT STATION GATE HE I G H T 8 ' - 0 " GATE WIDTH TO MATCH PLANS 18" MAX. SPACING 2 DROP RODS 3" x 3" SQUARE STEEL FRAMES 4" x 4" SQUARE STEEL CORNER POSTS CHAIN AND LOCK TO BE PROVIDED BY CONTRACTOR, COORDINATE WITH OWNER PRIOR TO CONSTRUCTION PROVIDE OPENING FOR CHAIN LOCK SOLID METAL PRIVACY PANEL GATE, COLOR TO BE BLACK TO HOSE BIB 1-1/2" REDUCED PRESSURE DOUBLE CHECK BACKFLOW PREVENTER (DEVICE SHOWN ROTATED) PROVIDE CONCRETE SUPPORT FOR THE DEVICE NOTES: 1.INSTALL BACKFLOW ASSEMBLY IN ACCORDANCE WITH THE LOCAL PLUMBING CODE 2.CONTRACTOR SHALL COORDINATE LOCATION OF DEVICE PRIOR TO WATER MAIN CONSTRUCTION 3.INSTALL TYPE "K" RIGID COPPER PIPING TO 5' ON EACH SIDE OF CONCRETE PAD BEFORE CONNECTING TO WATER SERVICE LINES. 4.INSTALL TYPE "K" RIGID COPPER PIPING, USE 90° ELBOWS TURNING UP INTO BACKFLOW DEVICE PAD DO NOT BEND PIPING BRAZE ALL METALLIC CONNECTIONS OF THE COPPER PIPE INSULATED ALUMINUM ENCLOSURE SIZE AS REQUIRED FASTEN TO CONCRETE SLAB WITH STAINLESS STEEL HARDWARE #3@18" E.W. 6" CONC SLAB COPPER PIPING TYP PIPE INSULATION TYP PVC SLEEVE TYP UNION POINT OF CONNECTION 1-1/2" BALL VALVE 4" DETAIL 12: BACKFLOW PREVENTER ASSEMBLY DETAIL DETAIL 15: PIPE SUPPORT DETAIL 1 1/2" GROUT 8"x8"x1/2" FLAT PLATE W/ (4 REQ'D) 5/8" HOLES (316 STAINLESS STEEL)DISCHARGE PIPE SIZE VARIES D.I.P. 1/2"x4" 316 STAINLESS STEEL ANCHOR BOLT (4 REQ'D) 3"x4"x1/2" 316 STAINLESS STEEL ANCHOR DETAIL 14: VENT PIPE DETAIL GALVANIZED VENT PIPE (SIZE PER PLANS) 20 MESH STAINLESS STEEL 316 SCREEN TO BE INSTALLED BETWEEN FLANGES CONCRETE SLAB 24" NOTE: WET WELL VENT (SIZE PER PLAN), GALVANIZED GOOSENECK PIPE WITH WELDED WATERSTOP RING, FLANGED, 20 MESH 316SS SCREEN 24'' AFF, CAST IN PLACE. DETAIL 17: PIPE PENETRATION DETAIL TO PUMP WITHIN WET WELL OUTSIDE WET WELL SEAL DISCHARGE PIPE WITH 316 SS LINK SEAL WET WELL TOP SLAB UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG DETAIL 13: HATCH LAYOUT 36 LS-10 DK PND PND WE T W E L L A N D P I P I N G D E T A I L S S H E E T 3 O F 3 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 LS-11 DK PND PND FL A T W O R K D E T A I L S IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S 8032-03 30 January, 2023 L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ D R A I N A G E & E N V I R O N M E N T A L \ D R A I N A G E A N D E N V I R O N M E N T A L D E T A I L S 5 . 2 0 1 9 . d w g SILT FENCE ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/15/19 1 Maintain minimum roadway widths of 30 feet. Temporary pipe culvert as needed or four times the circumference of the largest construction vehicle tire, whichever is greater STABILIZED CONSTRUCTION EXIT ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/15/19 1 L:\E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ D R A I N A G E & E N V I R O N M E N T A L \ D R A I N A G E A N D E N V I R O N M E N T A L D E T A I L S 5 . 2 0 1 9 . d w g CONCRETE COLLAR PER MANHOLE RING ENCASEMENT DETAIL WATERTIGHT MANHOLE RING AND COVER SEE DETAILS FOR RING & COVER A MINIMUM OF TWO AND A MAXIMUM OF FOUR GRADE RINGS SHALL BE USED AT EACH MANHOLE. RESILIENT CONNECTOR (TYPICAL) CONCRETE GROUT #4 BARS @ 12" O.C. EACH WAY 8" MIN MANHOLE ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/10/19 1 L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g CLASS "B" CONCRETE MANHOLE RING ENCASEMENT ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/10/19 1 L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ D R A I N A G E & E N V I R O N M E N T A L \ D R A I N A G E A N D E N V I R O N M E N T A L D E T A I L S 5 . 2 0 1 9 . d w g TREE AND PLANT PROTECTION ENGINEERING AND PUBLIC WORKSSCALE: DSGN. BY:ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/15/19 1 1 1/4" SHARP FACE GOTHIC (6) 1" DIA HOLES ON A 37" B.C. (2) EPIC PICKBARS® (4) 1/2"-13 SS HX HD BLTS WITH STEEL & RUBBER WASHERS 32" DIA [813mm]1 1/2" [38mm] 2 1/4" [57mm] 23" DIA [584mm] COVER SECTION 32 3/16" DIA [818mm] 1/4" DIA NEOPRENE GASKET 4 1/2" [114mm] 30" DIA [762mm] 33 7/8" DIA [860mm] 40 3/4" DIA [1035mm] FRAME SECTION 5/8" [16mm] 3/4" DIA [19mm] BOLTING DETAIL 1 9/16" [40mm] 1 5/8" DIA [41mm] MANHOLE RING & COVER ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE:5/10/19 SHEET NO.: 2 of 2 S R R A E N WIETSARY PROD N O . ZCTITEYCOFS H L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 DE T A I L S 1 O F 3 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S TACK COAT BETWEEN EXISTING AND NEW PAVEMENT VERTICAL SAWCUT PAVEMENT SURFACE COURSE (3" HMAC TYPE "D" MIN) OR MATCH EXISTING PAVEMENT & BASE MATERIAL PER GEOTECHNICAL DESIGN 12" MARKING TAPE 14 GA. SOLID DETECTION WIRE TAPED TO PIPE (FORCE MAINS ONLY) INITIAL BACKFILL MAIN IN TRENCH ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/10/19 1 L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g LIMITS 6" MIN 6" MIN O.D. PAY LIMITS 1' MIN 1' MIN PAY O.D. 6" MIN #4 BARS PAY PAY LIMITS CLASS "B" CONCRETE COVER BEDDING PAY LIMITS 6" MIN 6" MIN VARIES LIMITS LIMITS 6" MIN 6" MIN PAY LIMITS PAY LIMITS 6" MIN6" MIN PRECAST CRADLE BLOCK OR APPROVED SUBSTITUTE 6" MIN PAY TIE DOWN WIRING TO PREVENT FLOTATION LIMITS O.D. PAY VARIES 6" O.D.MIN SEWER PIPE CONCRETE ENCASEMENT ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/10/19 1 L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g 1/4" DIA ROUND OFF CORNERS RING MADE FROM 1/2" STEEL PLATE TRIM ENDS OF ANGLES TO FIT WELD TOGETHER MARK O.D. DEFLECTION TESTING MANDREL ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/10/19 1 L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g FINISHED GROUND PROPOSED WATER LINE 9' MIN SEE TCEQ RULES ON SEPARATION DISTANCES OSHA TRENCH SAFETY ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: X XXX 5/10/19 of L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g L: \ E n g i n e e r \ S t a n d a r d D e t a i l s a n d T e c h n i c a l S p e c i f i c a t i o n s \ S t a n d a r d D e t a i l s \ 2 0 1 9 \ W W \ S T A N D A R D S E W E R D E T A I L S 0 4 _ 2 0 1 9 . d w g OSHA TRENCH SAFETY ENGINEERING AND PUBLIC WORKS DSGN. BY: SCALE: ENG.DRAWN BY:BCP DATE: SHEET NO.: 5/10/19 1 UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 DE T A I L S 2 O F 3 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S REMOVE AND DISPOSE OF THE CONE SECTION AND LID AS DIRECTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE REVEGETATE WITH "SEEDING FOR EROSION CONTROL" "CASTING ADJUSTMENT" REPAIRS AROUND MANHOLE FOR MISCELLANEOUS OUTSIDE R.O.W. BACKFILL WITH CLASS C (TOPSOIL) BORROW AND COMPACTED TO 95% DENSITY. OUTSIDE R.O.W. CLASS B BACKFILL WITH BORROW AND INSIDE R.O.W. BACKFILL WITH FLOWABLE FILL TO 95% DENSITY. COMPACTED EXISTING PIPE. CUT AND PLUG SEE NOTE BELOW. CUT AND PLUG EXISTING PIPE. SEE NOTE BELOW. 2'-0'' 2'-0'' NOTE: THE PLUG SHOULD BE COMPOSED OF A MATERIAL SIMILAR TO THE EXISTING PIPE AS INSTRUCTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. ABANDONED MANHOLE DETAIL UT I L I T Y EN G I N E E R I N G GR O U P PL L C Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 UEG 36 DE T A I L S 3 O F 3 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S B E C-1 LA CAP DELTA WYE "F" LEGEND & GENERAL NOTES: 1.BRANCH CIRCUIT NUMBERS MAY BE SHOWN NEXT TO SYMBOLS IN MULTIWIRE CIRCUITS. 2.SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE UNLESS OTHERWISE NOTED. 3.LOWER CASE LETTERS NEXT TO SYMBOLS INDICATE FIXTURE(S) CONTROLLED BY THE SWITCH DISPLAYING THE SAME LETTER. 4.THIS IS A STANDARD LEGEND LIST. ALL SYMBOLS MAY NOT BE USED. 5.INSTALLATION SHALL BE PER LATEST VERSION OF NATIONAL ELECTRICAL CODE, CITY OF SCHERTZ REQUIREMENTS, AND ALL APPLICABLE LOCAL CODES/ORDINANCES. NOT ALL CODE AND STANDARD REQUIREMENTS MAY BE SHOWN ON PLANS. CONTRACTOR SHALL ADHERE TO CODES AND STANDARDS REGARDLESS OF BEING SHOWN ON PLANS OR SPECIFICATIONS IN DETAILED FASHION. 6.REFER TO SPECIFICATIONS AND ENTIRE DRAWING PACKAGE PRIOR TO BID FOR FULL PROJECT REQUIREMENTS. EQUIPMENT CONNECTION JUNCTION OR CONNECTION BOX STARTER OR LIGHTING CONTACTOR DISCONNECT MANHOLE HANDHOLE KEYED NOTE. NUMBER MATCHES NOTE NUMBER TOGGLE SWITCH, WALL MOUNTED, SINGLE POLE SINGLE THROW. MOUNTED 54" AFF UNLESS OTHERWISE NOTED TOGGLE SWITCH, WALL MOUNTED, FOUR WAY. MOUNTED 54" AFF UNLESS OTHERWISE NOTED SWITCH MOTOR RATED WITH TERMINAL OVERLOADS OCCUPANCY SENSOR TERMINAL BOARD TELEPHONE OUTLET, PRIVATE. MOUNTED 12" AFF DATA OUTLET, SURFACE MOUNTED MOTOR LOAD, NUMBER INDICATES HORSEPOWER POLE TRANSFORMER, DRY TYPE, KVA RATING MAY BE DISPLAYED NEXT TO SYMBOL ANTENNA HOMERUN. LETTERS INDICATE PANELBOARD, NUMBERS INDICATE CIRCUIT NUMBER IN PANELBOARD CONDUIT CAPPED FOR FUTURE USE CONDUIT GOING DOWN CONDUIT GOING UP CONDUIT ABOVE GROUND CONDUIT RUN UNDERGROUND OR CONCEALED CONDUIT BELOW GRADE LIQUID TIGHT FLEXIBLE CONDUIT SURFACE MOUNT 120V RECEPTACLE FLUSH MOUNTED 120V RECEPTACLE SURFACE MOUNTED 120V QUAD RECEPTACLE FLUSH MOUNTED 120V QUAD RECEPTACLE SURFACE MOUNTED 208V RECEPTACLE FLUSH MOUNTED 208V RECEPTACLE SURFACE MOUNTED WELDING OUTLET THERMOSTAT PANELBOARD FLUSH MOUNTED PANELBOARD SURFACE MOUNTED NORTH ARROW TORQUE SWITCH SOLENOID SWITCH LIMIT SWITCH AMMETER SWITCH VOLTMETER SWITCH PRESSURE SWITCH LIGHTING CONTACTOR PHOTO CELL GROUND CONNECTION NORMALLY OPEN RELAY OR CONTACTOR CONTACTS NORMALLY CLOSED RELAY OR CONTACTOR CONTACTS CONDUCTOR CONNECTION CIRCUIT BREAKER, MOLDED CASE, TRIP CURRENT AND QUANTITY OF POLES (P) SHOWN NEXT TO SYMBOL DISCONNECT SWITCH NON-FUSED, LOAD BREAK. CONTINUOUS CURRENT RATING, QUANTITY OF POLES (P) SHOWN NEXT TO SYMBOL DISCONNECT SWITCH FUSED, LOAD BREAK. OCNTINUOUS CURRENT RATING, QUANTITY OF POLES (P), AND FUSE RATING SHOWN NEXT TO SYMBOL FUSE. RATING SHOWN NEXT TO SYMBOL MOTOR STARTER THERMAL OVERLOAD PROTECTOR CONTACTOR OR RELAY COIL. LETTERS AND NUMBERS MATCH CONTACTS CONTROLLED LIMIT SWITCH NORMALLY CLOSED LIMIT SWITCH NORMALLY OPEN MOTOR OPERATED VALVE GEARED LIMIT SWITCH PRESSURE SWITCH NORMALLY CLOSED OPEN ON INCREASING PRESSURE PRESSURE SWITCH NORMALLY OPEN CLOSES ON INCREASING PRESSURE LEVEL SWITCH NORMALLY CLOSED OPEN ON INCREASING LEVEL LEVEL SWITCH NORMALLY OPEN CLOSES ON INCREASING LEVEL FLOW SWITCH NORMALLY CLOSED OPENS WITH FLOW FLOW SWITCH NORMALLY OPEN CLOSES ON LOSS OF FLOW SPACE HEATER PHASE FAILURE RELAY MAINTAINED CONTACT START/STOP PUSHBUTTON MAINTAINED CONTACT HAND-OFF-AUTO SELECTOR SWITCH NORMALLY CLOSED MOMENTARY CONTACT PUSHBUTTON NORMALLY OPEN MOMENTARY CONTACT PUSHBUTTON WYE TRANSFORMER CONNECTION DELTA TRANSFORMER CONNECTION CURRENT TRANSFORMER WITH RATIO SHOWN ANALYTICAL TRANSMITTER FLOW OR FLOAT SWITCH LEVEL TRANSMITTER MOTOR OPERATED VALVE PRESSURE TRANSMITTER SOLENOID VALVE ELAPSED TIME METER TIME DELAY RELAY. TIMES OUT AFTER ENERGIZATION. ADJUSTABLE TIME DELAY TIME INDICATED NEXT TO SYMBOL TIME DELAY RELAY. TIMES OUT AFTER DE-ENERGIZATION. ADJUSTABLE TIME DELAY TIME INDICATED NEXT TO SYMBOL CONDUIT TAG TELEVISION CAMERA TORQUE SWITCH PILOT LIGHT R=RED, B=BLUE, G=GREEN, A=AMBER, Y=YELLOW CONTROL POWER TRANSFORMER. PRIMARY AND SECONDARY VOLTAGE INDICATED TERMINAL BLOCK PLAN LEGEND ONE-LINE AND CONTROL SCHEMATIC LEGEND INSTRUMENT TRANSFORMER PT=POTENTIAL TRANSFORMER PT=POWER TRANSFORMER. VOLTAGE AND KVA RATING AS SHOWN LIGHTING ARRESTOR SURGE CAPACITOR AMMETER VOLTMETER AMMETER SWITCH VOLTMETER SWITCH MOTOR STARTER FVNR=FULL VOLTAGE NON-REVERSING VFD=VARIABLE FREQUENCY DRIVE RVSS=REDUCED VOLTAGE SOFT START RVNR=REDUCED VOLTAGE NON-REVERSING FVR=FULL VOLTAGE REVERSING MCP=MOTOR CIRCUIT PROTECTOR SIZE=NEMA STARTER SIZE A = GROUNDING RECEPTACLE, B = GROUND TEST WELL BARE COPPER GROUNDING CONDUCTOR GROUNDING CONNECTION COPPER CLAD GROUND ROD GROUNDING LEGEND LETTER IN OR BESIDE FIXTURE IDENTIFIES FIXTURE IN FIXTURE SCHEDULE LED STRIP LIGHT LED STRIP LIGHT WITH BATTER BACKUP LED FIXTURE, SURFACE OR SUSPENDED, CEILING MOUNTED LED FIXTURE, STANCHION MOUNTED LED FIXTURE, WALL MOUNTED LED LIGHTED EXIT SIGN. ARROWS DENOTE DIRECTION OF EGRESS ON EACH SIDE OF FIXTURE. NO ARROW DENOTES NO DIRECTION OF EGRESS POLE MOUNTED LED LUMINAIRE. SEE SCHEDULE OR NOTES FOR TYPE. ORIENT FIXTURE FOR CUT-OFF TOWARDS AREA TO BE LIT. ORIENT HOUSE SHIELD TOWARDS BUILDING. SEE DETAILS FOR POLE BASE. PROVIDE POLE BASE GROUND ROD. REMOTE EMERGENCY LIGHTS EMERGENCY LED LIGHT FIXTURE, SELF CONTAINED, BATTERY OPERATED PAR LAMP HOLDER. NUMBER OF TRIANGLES INDICATE NUMBER OF FIXTURES POLE MOUNTED FLOOR LIGHT. NUMBER OF TRIANGLES INDICATE NUMBER OF FIXTURES. ARROW DENOTES FOLDING POLE AND DIRECTION POLE FOLDS DOWN. LIGHTING FIXTURE LEGEND ABBREVIATIONS A AMPERES OR TRIP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC SYMMETRICAL AMPERES INTERRUPTING CAPACITY AWG AMERICAN WIRE GUAGE BLDG BUILDING BKR BREAKER C CONDUIT CAP CAPACITOR CKT CIRCUIT CONT'D CONTINUED CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER CU COPPER DBL DOUBLE DISC SW DISCONNECT SWITCH DC DIRECT CURRENT EMER EMERGENCY EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EP EXPLOSION PROOF EQUIP EQUIPMENT FM FLOW METER FS FLOAT SWITCH G GROUND WIRE GALV GALVANIZED GEN GENERATOR GFI GROUND FAULT INTERRUPTER CIRCUIT GND GROUND HDG HOT DIPPED GALVANIZED HPG HIGH PRESSURE GAUGE HPS HIGH PRESSURE SODIUM HT HEIGHT HZ HERTZ INST INSTRUMENT KV KILOVOLTS KVA KILOVOLT AMPERES KWH KILOWATT HOURS LA LIGHTNING ARRESTOR L-L LINE TO LINE L-N LINE TO NEUTRAL MCC MOTOR CONTROL CENTER MFR MANUFACTURER MIN MINIMUM MTD MOUNTED MTG MOUNTING MRCT MULTI-RATIO CURRENT TRANSFORMER MV MERCURY VAPOR N.C.NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NEUT NEUTRAL N.O.NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OH OVERHEAD P POLE PC PHOTOCELL PNL PANEL PRI PRIMARY PVC POLYVINYL CHLORIDE REQ'D REQUIRED RS RUN/STOP RTD RESISTANCE TEMPERATURE DETECTOR SCH SCHEDULE SEC SECONDARY S/N SOLID NEUTRAL SPACE SPACE(S) ONLY-NO BREAKER OR DEVICE SPARE SPARE BREAKER OR DEVICE SPECS SPECIFICATIONS S.D. BARE SOFT DRAWN BARE SS HDWE STAINLESS STEEL HARDWARE SWBD SWITCHBOARD SWGR SWITCHGEAR TB TERMINAL BLOCK TYP TYPICAL UL UNERWRITERS LABORATORIES V VOLTS VA VOLT AMPERES W WATTS W/WITH W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER PHASE PHASE 1/C ONE CONDUCTOR 3/C THREE CONDUCTOR 1 CONNECTION TO EXISTING IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L A B B R E V I A T I O N S , LE G E N D S , A N D G E N E R A L N O T E S VICINITY MAP PROJECT COORDINATES PROJECT LOCATION SCHERTZ, TX 78132 29.622961, -98.243779 ELECTRICAL SITE PLAN - DEMOLITION SCALE: N.T.S. DEMOLITION NOTES: 1.FIELD VERIFY ALL UNDERGROUND UTILITIES, PIPING, CONDUITS, AND OBSTRUCTIONS PRIOR TO EXCAVATING. REPAIR ANY DAMAGE OF EXISTING OBSTRUCTION TO ORIGINAL CONDITION. 2.REMOVE ALL ABANDONED CONDUITS. CUT OFF BELOW TOP OF SLAB. PLUG CONDUITS AND REPAIR SLAB TO ORIGINAL FINISH UNLESS NOTED OTHERWISE ON PLANS. 3.REFER TO CIVIL AND/OR STRUCTURAL PLANS FOR ADDITIONAL MODIFICATIONS. 4.LOCATE ALL UNDERGROUND CONDUITS, PIPING, AND OTHER STRUCTURES BEFORE STARTING WORK. 5.COORDINATE WITH LOCAL UTILITY FOR REMOVAL OF ELECTRIC SERVICE. 6.NO RECORD DRAWINGS OR SURVEY EXISTS FOR EXISTING FACILITY. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND DEMOLITION. SITE IS LOCATED IN DIFFERENT LOCATION THAN PROPOSED SITE. ENTIRE SITE SHALL BE DECOMMISSIONING PER TCEQ REQUIREMENTS. EXISITNG LIFT STATION (TO BE DEMOLISHED) IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L S I T E P L A N - D E M O L I T I O N NOTES: 1.REFER TO CONDUIT SCHEDULE FOR FULL CONDUIT AND CABLE REQUIREMENTS. 2.COORDINATE ELECTRICAL SERVICE WITH LOCAL POWER COMPANY. ALL COORDINATION IS WITHIN SCOPE OF THIS CONTRACT AT NO ADDITIONAL COST TO OWNER. PROVIDE ADEQUATE SIZED TRANSFORMERS PER POWER COMPANY STANDARDS. 3.CONDUITS SHALL NOT BE INSTALLED UNDERNEATH CONCRETE STRUCTURES, MEANS OF EGRESS, OR WALKWAYS. ROUTE AROUND EQUIPMENT AND AVOID CONFLICT WITH OTHER UNDERGROUND EQUIPMENT. 4.EQUIPMENT SHALL NOT BE INSTALLED WITHIN ELECTRICAL EASEMENTS. WHERE EASEMENT CONFLICT EXISTS, CONTACT ENGINEER PRIOR TO INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ANY AND ALL EASEMENTS. 5.DO NOT INSTALL CONCRETE FOR EQUIPMENT OR DUCTBANK OVER WATER OR SEWER LINES. FIELD VERIFY AND MARK ALL UNDERGROUND LINES. 6.EQUIPMENT SHOWN MAY NOT TO BE SCALE. REFER TO ALL PLAN SHEETS AND ELECTRICAL DETAILS FOR ADDITIONAL INFORMATION. REFER TO CIVIL DRAWINGS FOR SITE DIMENSIONS. 7.INSTALLATION SHALL BE PER LATEST VERSION OF NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL CODES/ORDINANCES. NOT ALL CODE AND STANDARD REQUIREMENTS MAY BE SHOWN ON PLANS. CONTRACTOR SHALL ADHERE TO CODES AND STANDARDS REGARDLESS OF BEING SHOWN ON PLANS OR SPECIFICATIONS IN DETAILED FASHION. 8.PROVIDE ADEQUATE WORKING SPACE FOR ALL ELECTRICAL EQUIPMENT AND GENERATOR ENCLOSURE DOORS. 9.PROVIDE GROUND CONNECTION AT SERVICE, PANELS, METALLIC EQUIPMENT AT RACK, PIPING, AND ALL METALLIC PARTS WITHIN PROJECT SITE. 10.CONCRETE SPOILS SHALL NOT BE DUMPED ON SITE. DO NOT OVER POUR DUCTBANKS. PROVIDE ADEQUATE FORMS PRIOR TO POUR. 11.COORDINATE CONDUIT STUB-UP LOCATIONS WITH GENERATOR MANUFACTURER PRIOR TO POURING HOUSEKEEPING PAD. 12.COORDINATE FINAL GENERATOR ENCLOSURE DIMENSIONS PRIOR TO POURING HOUSEKEEPING PAD. CONTRACTOR SHALL SIZE HOUSEKEEPING PAD 6 IN. LARGER ON ALL SIDES THAN ENCLOSURE. REFER TO ELECTRICAL DETAILS FOR ADDITIONAL REQUIREMENTS. 13.REFER TO SPECIFICATIONS AND ENTIRE DRAWING PACKAGE PRIOR TO BID FOR FULL PROJECT REQUIREMENTS. 14.ALL EQUIPMENT SHOWN IS NEW UNLESS STATED OTHERWISE. 15.ALL ELECTRICAL EQUIPMENT CONCRETE FOUNDATIONS ARE TO BE INSTALLED ABOVE FINISHED GRADE. ADDITIONAL ELEVATION DUE TO FLOOD PLANE REQUIREMENTS ARE NOT SHOWN. REFER TO CIVIL SHEETS FOR FLOOD PLAIN LEVEL AND MINIMUM FOUNDATION HEIGHT REQUIREMENTS. 16.INSTALL TRANSFORMER POLE AND TERMINAL POLE AS REQUIRED BY UTILITY STANDARDS AND COORDINATION. ELECTRICAL SITE PLAN - PROPOSED SCALE: 1 IN. = 10 FT. 1' 0 10'20' SCALE: 1 IN. = 10 FT. TO N. I-35 FRONTAGE ROAD E E E E E E E E E E E E E VICINITY MAP PROJECT COORDINATES PROJECT LOCATION SCHERTZ, TX 78132 29.622980, -98.243806 KEYED NOTES: ELECTRICAL RACK. PAD MOUNTED TRANSFORMER. FLOATS/TRANSDUCER TERMINAL BOX. LIFT PUMP TERMINAL BOX. 480/277V, 3Ø, 80KW DIESEL GENERATOR. RE: SPECIFICATIONS. BOLLARD (TYPICAL). RADIO TOWER. AREA LIGHT. 1 2 3 4 5 2 6 1 4 3 LTG010 RAD010 FLT010 LP010 LP011 LP020 LP021 XDCR010 LTG020 LTG030 GEN010 GEN011 GEN012 GEN013 SER010 5 7 8 7 8 8 8 6 RTU010 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L S I T E P L A N - P R O P O S E D ELECTRICAL LOAD ANALYSIS LOAD AMPS PH A PH B PH C LIFT PUMP NO 1 23 HP 28 28 28 LIFT PUMP NO 2 23 HP 28 28 28 MINI-POWER ZONE - L.S.15 KVA 18 18 18 25% OF LARGEST MOTOR 7 7 7 TOTAL LOAD 81 81 81 SERVICE AMPACITY @ 277/480V, 3PH, 4W 100 100 100 SPARE AMPACITY 19 19 19 GENERATOR LOAD 81 81 81 GENERATOR AMPACITY 120 120 120 USE 22 KAIC RATED DEVICES AND BRACING ELECTRICAL ONE-LINE DIAGRAM NOTE: ITEMS IN GREYSCALE ARE EXISTING NOTES: 1.CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH POWER COMPANY AND PROVIDE EQUIPMENT RATED ACCORDINGLY. INTERRUPT CAPACITY FOR ALL COMPONENTS SHALL BE SAME AS SERVICE. 2.PROVIDE ALL REQUIRED ALARM AND DEVICE POWER CONDUCTORS FOR LOCAL PANELS INSTALLED NEAR MOTORS AND EQUIPMENT. SEE ONE-LINE DIAGRAM, CONTROL DIAGRAMS AND EQUIPMENT SPECIFICATIONS FOR REQUIREMENTS. CONDUCTORS MAY BE ROUTED IN POWER CONDUITS WHERE INSULATION RATING IS 600 VOLTS AND WHERE CONDUIT AREA/SPACE IS PER NEC, OR SEPARATE 1 INCH CONDUIT SHALL BE PROVIDED. 3.COORDINATE LVP BREAKER SIZES WITH GENERATOR MANUFACTURER FOR AUXILIARY LOADS 4.VERIFY CAPACITOR SIZE REQUIREMENTS WITH MOTOR MANUFACTURER BEFORE ORDERING. DO NOT OVERCORRECT. PROVIDE CONDUCTORS AND CONDUITS SIZED ACCORDINGLY TO NEC. CAPACITORS SHALL NOT BE DIRECTLY CONNECTED TO RVAT AND SOLID STATE STARTERS. (USE CONTRACTOR, HOA, TIME DELAY AND BREAKER) INTERLOCK WITH STARTERS. 5.ALL CONTROL PANELS TO BE UL LISTED. 6.CONTRACTORS SHALL READ ENTIRE CONTENTS OF SPECIFICATIONS BEFORE BIDDING ON THIS PROJECT. 7.SEAL OFF FITTINGS ARE REQUIRED FOR ALL RACEWAYS ENTERING AND EXITING WET WELL JUNCTIONS BOXES. FILL SEAL OFF FITTINGS WITH 3M-2123 RE-ENTERABLE SEALING COMPOUND. 8.ALL 480V LINE AND CONDUCTORS SHALL BE MEGGER TESTED WITH A MINIMUM READING OF 50 OHMS TO BE ACCEPTABLE. ALL TESTING SHALL BE WITNESSED BY AN ENGINEER. 9.REFER TO CONDUIT/CABLE SCHEDULE FOR ADDITIONAL DETAILS. 10.NEUTRAL BONDING PER NATIONAL ELECTRICAL CODE ARTICLE 250. 11.SERVICE SHALL BE ADHERE TO LATEST UTILITY STANDARDS. COORDINATE AND PAY FOR ALL UTILITY RELATED EXPENSES PER POWER COMPANY ALLOWANCE. 12.COORDINATE ALL CONNECTIONS TO GENERATOR WITH MANUFACTURER. 100A ATS 100A,3P MCC-A 480V, 3Ø, 100A BUS, APANEL START SOFT LIFT PUMP NO.1 22 KAIC, NEMA 3R NON WALKIN #4/0 S.D. BARE COPPER 3/4ØX10 CU CLAD GND ROD EXOTHERMIC WELD TO GND CABLE GROUND AS SHOWN ON ELECTRICAL GROUNDING PLAN LA CAP 27 FLA 60A, 3P, 600V HEAVY DUTY NEMA 4X S.S. DISCONNECT SWITCH 100:5 23 120/240V 23 15KVA 480V 40A,2PMCPMCP ØF G BC HTR JWHT GND1/0 B.C. GND 3/4 IN. x 10 FT. Cu GROUND ROD 100A 80 KW (100 KVA), 120A 480V/277V, 3 PH, 4W STANDBY DIESEL GENERATOR TO PANEL BOARD GEN013 TO SCADA TERMINAL BLOCK GEN012 GEN010 M POWER COMPANY TRANSFORMER NEW 113 KVA PAD MOUNT TRANSFORMER 480/277V, 3 PH, 4W SE R 0 1 0 LP 0 1 2 LP 0 2 2 LP 0 1 1 LP 0 2 1 LP 0 1 0 LP 0 2 0 FROM POWER COMPANY TVSS SIEMENS TSPE11 OR APPROVED EQUAL PHASE FAIL RELAY START SOFT LIFT PUMP NO.2 27 FLA SIEMENS 9500 POWER MONITOR OR APPROVED EQUAL IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L O N E - L I N E D I A G R A M CR1 M1 M2 HOA HOA OT1 SF1 OT2 SF2 LT LLC LLC LIFT PUMP NO.1 ON/OFF STATUS (M1) 1 TB1 2 3 6 5 4 8 9 11 10 7 13 14 17 16 15 19 18 22 21 20 24 23 27 26 25 30 29 31 32 28 35 34 38 37 36 40 39 33 12 LIFT PUMP NO.1 CONTROL SW IN AUTO POSITION (CS1) 41 42 45 44 48 47 46 50 49 43 51 52 55 54 58 57 56 60 59 53 LIFT PUMP NO.2 ON/OFF STATUS (M2) LIFT PUMP NO.2 CONTROL SW IN AUTO POSITION (CS2) SCADA TERMINATIONS TERMINAL BLOCK LOSS OF CONTROL POWER (CR1) COMMON PUMP FAIL (CR8) LOW LEVEL (CR4/CR6) HIGH LEVEL (CR5/CR7) 1 2 MCC CONTROL DIAGRAM DIAGRAM MCC CONTROL SECTION RTU TERMINAL BLOCK DIAGRAM CONNECTIONS TO RTU BY SCADA CONTRACTOR (REFER TO SPECIFICATIONS FOR APPROVED SCADA INTEGRATOR) LIFT PUMP NO. 1 ON/OFF LIFT PUMP NO. 2 ON/OFF LOSS OF POWER LIFT PUMP NO. 1 IN AUTO LIFT PUMP NO. 2 IN AUTO LIFT PUMP NO. 1 OVERTEMP LIFT PUMP NO. 1 SEAL FAIL LIFT PUMP NO. 2 OVERTEMP LIFT PUMP NO. 2 SEAL FAIL LIQUID LEVEL CONTROLLER (LLC) DIGITAL INPUTS ON/OFF LIFT PUMP NO. 1 STARTER CKT ON/OFF LIFT PUMP NO. 2 STARTER CKT RELAY OUTPUTS WET WELL LEVEL TRANSMITTER SIGNAL LOW LEVEL HIGH LEVEL COMMON PUMP FAIL TO SCADA RTU INTRUSION ALARM LIFT STATION GENERAL ALARM ON/OFF LIFT PUMP NO. 1 STARTER CIRCUIT ON/OFF LIFT PUMP NO. 2 STARTER CIRCUIT WET WELL LEVEL (4-20 mA) GENERATOR RUN LOSS OF MAIN POWER (ØF) IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L C O N T R O L A N D SC H E M A T I C D I A G R A M S STARTSOFT OL M1 OL M1 OL M1 100A,3P GROUND BUS M1 AUTOHANDOFF HAND AUTO PC CKT A-2 FLOODLIGHT YARD LIGHTING STARTSOFT OL M2 OL M2 OL M2 MCPMCP CR13 CR12 CS-1 CS-2 M2 CR20 CR7 CR6 TWO PUMP ALTERNATOR (ALT) RELAYSAFE INTRINSICALLY FLOAT SWHIGH LEVEL ALARM RESET FLOAT SWHIGH LEVEL ALARM CR1 FLOAT SWLAG PUMP ON FLOAT SWLEAD PUMP ON FLOAT SWPUMPS STOP FLOAT SWLOW LEVEL LOCKOUT CR5 CR2 CR3 CR4 CR5 CR12CR11 CR12 RESET FLOAT SWLOW LEVEL LOCKOUT CR10 CR11 LOW LEVEL LOCKOUT OF PUMPS CR1 CR13CR10 CR13 WET WELL HIGH LEVEL RWET WELL LOW LEVEL LOCKOUT RWET WELL HIGH LEVEL CR12 CR13 CR2 CR6LAG PUMP ONCR4CR12 CR6 CR3 CR7LEAD PUMP ONCR4CR12 CR7 ØF PMCLOSE ON LOSS OF POWER CONTROL POWER POWER ON PUMP NO. 1 SEAL FAILURE MOTOR OVERTEMP INTRINSICALLY SAFE RELAY COORDINATE RELAY WITH PUMP VENDOR CR18 CR19MOTOR SEAL FAIL @ PUMP MOTOR OVERTEMP @ PUMP MOTOR OVERTEMP @ PUMP RESET CR14 CR15 TD1 0-10 MIN.ELAPSED TIME METER M1 M1 M1 PUMP NO.1 OFF PUMP NO.1 ON AUTO AUTO HAND OFFHAND T.O.E. ETM G R PUMP NO.1 M1 NOTE 2TD1 CO1 PM CONTROL SW CS-1 0-10 MIN.ELAPSED TIME METER M2 M2 M2 PUMP NO.2 OFF PUMP NO.2 ON AUTO AUTO HAND OFFHAND T.O.E. ETM G R PUMP NO.2 M2 NOTE 2TD2 CO2 PM CS-2 CR12 CR12 SCADA CONTROL PUMPS FROM SCADA RTU CRSCLOSED WHEN SCADA CONTROLS PUMPS CRS CRS CRS CRS PUMP NO.1 MOTOR OVERLOADS CO1 APUMP NO.1 MOTOR OVERLOAD PUMP NO.2 MOTOR OVERLOADS CO2 APUMP NO.2 MOTOR OVERLOAD PUMP NO.1 OVER TEMPERATURE PUMP NO.1 SEAL FAILURE CR18 CR19 A A PUMP NO.2 OVER TEMPERATURE PUMP NO.2 SEAL FAILURE CR14 CR15 A A PUMP NO.3 OVER TEMPERATURE PUMP NO.3 SEAL FAILURE CR16 CR17 A A R HORN ON OUTSIDE OF PANEL TEST ASR ALARM SILENCE CR20 ALARM LIGHT ON OUTSIDE OF PANEL ASR ASR CO1 CO2 CR14 CR15 CR18 CR19 120V 480V LIFT PUMP NO.1 23 LIFT PUMP NO.2 23 PHASE FAILURE RELAY (TYP) SQ D TYPE DAS OR EQUAL NEMA 1 MOTOR CONTROL CENTER CABINET. ALL SWITCHES, LIGHTS TO BE MOUNTED ON INTERNAL SWING PANEL SURGE ARRESTOR LOCATED ON OUTSIDE OF PANEL MOTOR OVERTEMP SEAL FAIL MOTOR SEAL FAIL @ PUMP MOTOR OVERTEMP @ PUMP MOTOR OVERTEMP @ PUMP RESET PUMP NO. 2 SEAL FAILURE MOTOR OVERTEMP INTRINSICALLY SAFE RELAY COORDINATE RELAY WITH PUMP VENDOR MOTOR OVERTEMP SEAL FAIL CONTROL SW TD2 PUMP NO.2 RUN TO SCADA RTU PUMP NO.1 RUN TO SCADA RTU LOW LEVEL ALARM TO SCADA RTU (NOTE 14) HIGH LEVEL ALARM TO SCADA RTU PUMP NO.1 CONTROL SW IN AUTO POSITION TO SCADA RTU PUMP NO.2 CONTROL SW IN AUTO POSITION TO SCADA RTU LIFT STATION GENERAL ALARM NOTES: 1.SET TIME DELAY SUCH THAT ONLY ONE PUMP WILL BE IN START MODE AT ANY ONE TIME. PHOTOCELL @ POLE F 480V, 3Ø CKT A-1 GFI CONV. RECEPTACLE NOTES: 1.PROVIDE SINGLE ALARM RESET SWITCH FOR ALL DEVICES INCLUDING PUMP PROTECTION MODULES, OVERLOADS, AND ALARMS. MOUNT TO INNER DOOR OF CONTROL PANEL. 2.REFER TO ABBREVIATION PAGE FOR SYMBOL LEGEND. 3.CONTRACTOR TO INSTALL ALL SAFETY AND ACCESSORIES REQUIRED BY PUMP VENDOR. 4.COORDINATE TIME DELAY RELAY SETTINGS SO THAT ONLY ONE PUMP WILL BE IN START MODE AT ONE TIME - START AT 30 SECOND INTERVALS. 5.ALL INDICATING LIGHTS TO BE LED PUSH TO TEST OIL TIGHT TYPE. 6.ALL SWITCHES, INDICATING LIGHTS, AND PUSH BUTTONS TO BE MOUNTED ON INNER SWING PANEL. 7.ALL CONTROLS FOR EQUIPMENT INSIDE WET WELL ARE TO BE INTRINSICALLY SAFE. 8.PROVIDE SUBMITTAL WITH ALARM WIRING DIAGRAM FOR ENGINEERS REVIEW. 9.MAINTAIN MINIMUM SEPARATION REQUIRED UNDER NEC ARTICLE 504 BETWEEN INTRINSICALLY SAFE CONTROL WIRING AND NON-INTRINSICALLY SAFE MOTOR FEEDER WIRING. 10.COORDINATE WITH PUMP MANUFACTURER FOR PUMP PROTECTION MODULE PROVIDE AND INSTALL MODULE SEAL FAIL AND OVERTEMP. 11.WHERE ADDITIONAL CONTACTS ARE REQUIRED, PROVIDE ADDITIONAL CONTACT BLOCK OR ADDITIONAL RELAYS WITH COILS WIRED IN PARALLEL. 12.PROVIDE CIRCUIT FUSES RECOMMENDED BY MANUFACTURER. 13.COORDINATE ALL NORMALLY CLOSED AND NORMALLY OPEN CONTACTS. 14.CONTRACTOR SHALL COORDINATE NEW CONTROLS TO PUMP CONTROLLER BASED ON EXISTING SIGNALS. NO RECORD DRAWINGS EXIST FOR CURRENT LIFT STATION. PROVIDE COST IN BID FOR DOCUMENTATION OF EXISTING MONITORED SIGNALS AND PROVIDE SIMILAR SIGNALS TO PUMP CONTROLLER FOR NEW PANEL. NOT ALL SIGNALS TO RTU ARE SHOWN ON THIS SHEET. 15.CONTRACTOR IS RESPONSIBLE FOR TESTING AND MODIFICATION OF PUMP CONTROLLER FOR NEW PUMPS AND NEW CONTROLS. COORDINATE WITH CITY FOR VISUAL AT OPERATING CENTER. ALL COORDINATION AND MODIFICATION TO RTU CONNECTIONS ARE PART OF THIS CONTRACT FOR A FULLY OPERATIONAL SCADA SYSTEM. INTRUSION ALARM ALT 2 ALT 1 - DENOTES DEVICE IS REMOTE FROM PANEL. CR12 CR13 CR20 PM ELECTRICAL LIFT PUMPS CONTROL PANEL IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L S C H E M A T I C DI A G R A M CABLE AND CONDUIT SCHEDULE CABLE/CONDUIT TAG CONDUIT QUANTITY CONDUIT SIZE FROM TO CONDUCTOR (EACH CONDUIT)CABLE TYPE DESCRIPTION FLT010 1 1 & 1/2 IN.CONTROL CABINET FLOATS TERMINAL BOX 14-#12 + #12 GND THWN-2 FLOATS FLT011 1 1 & 1/2 IN.FLOATS TERMINAL BOX WET WELL (7) MANUFACTURER'S CABLE -FLOATS GEN010 1 2 IN.ATS EMERGENCY GENERATOR 3-#1 + #6 GND XHHW-2 EMERGENCY POWER GEN011 1 1 IN.EMERGENCY GENERATOR ATS 3-#12 + #12 GND THWN-2 ATS CONTROLS GEN012 1 1 IN.EMERGENCY GENEERATOR CONTROL CABINET 4-#12 + #12 GND THWN-2 GENERATOR ALARM SIGNALS GEN013 1 1 IN.PANELBOARD A EMERGENCY GENERATOR 12-#10 + #12 GND THWN-2 GENERATOR DEVICES (HEATER, BATTERY CHARGER, LIGHTS, JWH, LIGHTS, RECEP.) LP010 1 1 1/2 IN.CONTROL CABINET LIFT PUMP NO. 1 TERMINAL BOX 3-#8 + #10 GND THWN-2 LIFT PUMP NO. 1 POWER LP011 1 1 IN.CONTROL CABINET LIFT PUMP NO. 1 TERMINAL BOX 6-#12 + #12 GND THWN-2 LIFT PUMP NO. 1 ALARMS LP012 1 1 1/2 IN.LIFT PUMP NO. 1 TERMINAL BOX LIFT PUMP NO. 1 MANUFACTURER'S CABLE -LIFT PUMP NO. 1 CABLE LP020 1 1 1/2 IN.CONTROL CABINET LIFT PUMP NO. 2 TERMINAL BOX 3-#8 + #10 GND THWN-2 LIFT PUMP NO. 2 POWER LP021 1 1 IN.CONTROL CABINET LIFT PUMP NO. 2 TERMINAL BOX 6-#12 + #12 GND THWN-2 LIFT PUMP NO. 2 ALARMS LP022 1 1 1/2 IN.LIFT PUMP NO. 2 TERMINAL BOX LIFT PUMP NO. 2 MANUFACTURER'S CABLE -LIFT PUMP NO. 2 CABLE LTG010 1 1 IN.PANELBOARD A AREA LIGHT 4-#12 + #12 GND THWN-2 AREA LIGHT AND RECEPTACLE LTG020 1 1 IN.PANELBOARD A AREA LIGHT 4-#12 + #12 GND THWN-2 AREA LIGHT AND RECEPTACLE LTG030 1 1 IN.PANELBOARD A AREA LIGHT 4-#12 + #12 GND THWN-2 AREA LIGHT AND RECEPTACLE RAD010 1 1 1/2 IN.CONTROL CABINET ANTENNA TOWER (1) COAX CABLE -RADIO COAX CABLE REC010 1 1 IN.PANELBOARD A CONVENIENCE RECEPTACLE 2 - #12 + #12 GND THWN-2 WET WELL CONVENIENCE RECEPTACLE RTU010 1 2 IN.MCC CONTROL SECTION RTU PANEL 32 - #14 + GND + 4-20 mA TWISTED PAIR -RTU SIGNALS (BY CITY SCADA CONTRACTOR) SER010 1 2 IN.UTILITY TRANSFORMER MOTOR CONTROL CENTER 4 - #1 + #6 GND XHHW-2 UTILITY SERVICE XDCR010 1 1 IN.CONTROL CABINET TRANSDUCER TERMINAL BOX TWISTED PAIR CABLE -PRESSURE TRANSDUCER XDCR011 1 1 IN.TRANSDUCER TERMINAL BOX STILLING WELL MANUFACTURER'S CABLE -PRESSURE TRANSDUCER NOTES: 1.PROVIDE INTERMEDIATE JUNCTION BOX SHOULD PRESSURE TRANSDUCER CABLE NOT BE SUFFICIENT FROM BOTTOM OF WET WELL TO SCADA PANEL CONTROLLER. 2.PROVIDE 12 IN. CLEARANCE BETWEEN POWER CONDUITS AND COMMUNICATION CONDUITS WITHIN DUCTBANKS. VOLTAGE DROP FROM TO LENGTH CONDUCTORS PER PHASE WIRE SIZE Cm LOAD VOLTAGE VOLTAGE DROP% UTILITY TRANSFORMERS 1 FT.1 #1 83690 81 480 0.00% TRANSFORMERS CONTROL PANEL 60 FT.1 #1 83690 81 480 0.27% CONTROL PANEL LIFT PUMPS 15 FT.1 #8 16510 41 480 0.17% FAULT CURRENT CALCULATIONS FROM TO AVAILABLE FAULT @ SOURCE CONDUCTORS PER PHASE WIRE SIZE C VOLTAGE LENGTH (FT.)F M FAULT CURRENT @ LOAD MINIMUM KAIC RATING UTILITY TRANSFORMERS 15668.99 1 #1 7493 480 1 0.01 0.99 16118.64 22 TRANSFORMERS MCC 16118.64 1 #1 7493 480 60 0.47 0.68 11563.93 22 MCC LIFT PUMPS 11563.93 1 #8 1559 480 15 0.40 0.71 8818.19 22 NOTES: 1. A PERMANENTLY AFFIXED LABEL SHALL BE APPLIED WITH THE FAULT CURRENT AT THE TIME OF INSTALLATION AND FAULT STUDY. THE LABEL SHALL INCLUDE THE DATE OF THE CALCULATION. REFER TO SPECIFICATIONS. 2. ALL SERVICES SHALL BE IDENTIFIED WITH A PERMANENT LABEL AT EACH DISCONNECT PER NEC 230.2. 3. VERIFY NAMEPLATE AND MANUFACTURER'S REQUIREMENTS ON ALL MOTORS PRIOR TO ORDERING EQUIPMENT. CKT. DESCRIPTION WIRE BREAKER VA/WATTS CKT NO. CKT NO. VA/WATTS BREAKER WIRE CKT. DESCRIPTIONPOLEAMPABCABCPOLEAMP JACKET WATER HEATER NO. 1 8 2 30 1500 1 2 180 1 20 12 CONVENIENCE RECEPTACLE 1500 3 4 800 1 20 12 GENERATOR BATTERY CHARGER CONTROLS 12 1 20 300 5 6 180 1 20 12 CONVENIENCE RECEPTACLE JACKET WATER HEATER NO. 2 8 2 30 1500 7 8 180 1 20 12 YARD LIGHT NO. 1 1500 9 10 180 1 20 12 YARD LIGHT NO. 2 CONTROLS 12 1 20 300 11 12 180 1 20 12 YARD LIGHT NO. 3 GENERATOR LIGHTS 12 1 20 180 13 14 -1 20 SPARE GENERATOR RECEPTACLE 12 1 20 180 15 16 -1 20 SPARE SHELTER LIGHTS 12 1 20 220 17 18 -1 20 SPARE MCC LIGHTS 12 1 20 180 19 20 -1 20 SPARE SPARE 1 20 -21 22 -1 20 SPARE SPARE 1 20 -23 24 -1 20 SPARE TOTAL PHASE A: 3720 VOLT-AMPS TOTAL PHASE B: 4160 VOLT-AMPS TOTAL PHASE C: 1180 VOLT-AMPS TOTAL PHASE A CURRENT: 31 AMPS TOTAL PHASE B CURRENT: 35 AMPS TOTAL PHASE C CURRENT: 10 AMPS TOTAL CONNECTED LOAD: 8300 VA WITH:PANEL NEUTRAL BUS RATING SOLID NEUTRAL & GROUND ISOLATED GROUND BUS 200% NEUTRAL NOTE: ADJ. CKTS. TO BAL. PNL.MAIN BREAKER SIZE MOUNTING PHASE WIRE SIZE NEU WIRE SIZE LOCATION SHORT CIRCUIT RATING PHASE BUS RATING SERVICE VOLTAGE A 120/208V 40A 100A 100A 22 KAIC MCC #10 #10 3 MCC LUMINAIRE FIXTURE SCHEDULE SYMBOL DESCRIPTION VOLTAGE LUMENS WATTAGE MOUNTING MANUFACTURER LUMINAIRE CATALOG NUMBER POLE DATA AL VAPORTITE ALARM/LIGHT 120V 4,000 -AS NOTED LITHONIA OR EQUAL OLVTWM - B WALL PACK 120V 5,174 -WALL LITHONIA TWP LED AL0 50K HARDWARE, ANCHORS, AND HINGE PIN SHALL BE 316 SS SEAL PENETRATIONS WITH LIQUID TIGHT GROUT F AREA LIGHT 120V 27,900 231 POLE LITHONIA DSX1 LED-P5-50K-T5W-MVOLT-DDBXD - IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L S C H E D U L E S GENERATOR & TANK DATA ITEMS DATA GENERATOR* 80 KW (MIN.), 100 KVA, 120A W/ 300 GAL. SUB BASE DIESEL FUEL TANK (UL 142). FUEL CONSUMPTION RATE FULL LOAD - 6.3 GPH WT = 2,750 LBS. (GENERATOR AND ENCLOSURE) ENCLOSURE*SOUND ATTENUATING: 72dB @ 23 FT. (MIN.) (LEVEL 2) DIM. 120 IN. L x 46 IN. W x 64 IN. H NFPA 110 CLASS 24, TYPE 10, LEVEL 2 * VERIFY EQUIPMENT PARAMETERS WITH THE SPECIFIC MANUFACTURER GENERAL NOTES: 1.CONDUCTING GENERATOR TESTS, SET MOTOR STARTER TIME DELAY RELAYS IN THE ORDER OF MOTOR SIZE SMALLEST TO LARGEST, WITH FIRST SETTING AT 10 SECONDS AND EACH CONSECUTIVE TIME DELAY AT 10 SECOND GREATER INCREMENTS. I.E. P1 TD = 10 SEC; P2 TD = 20 SEC, P3 TD = 30 SEC., ETC. THESE SETTINGS SHOULD NEVER BE CHANGED TO ASSURE PROPER LOAD SEQUENCING ON GENERATOR. RECORD SETTINGS AND INCLUDE IN RECORD-BUILT. 2.PROVIDE DIGITAL CONTROLLER, OR APPROVED EQUAL, WITH RJ-45 COMMUNICATION TO ETHERNET SWITCH. SOUND ATTENUATED GENERATOR ENCLOSURE DETAIL SCALE: N.T.S. HIGH VOLTAGE KEEP OUT HIGH VOLTAGE KEEP OUT NOTE: 1.COORDINATE CONDUIT LOCATIONS WITH GENERATOR MANUFACTURER. 2.DO NOT ROUTE GROUND CONDUCTORS ACROSS TOP OF SLAB INSIDE OR OUTSIDE ENCLOSURE. INSTALL IN SCHEDULE 80 PVC SLEEVE IN SLAB. 3.PROVIDE UL RATED CLASS B FIRE EXTINGUISHER, PROPLUS MODEL PROPLUS5MP FOR FUEL TYPE, PER GENERATOR MANUFACTUER'S RECOMMENDATIONS AND FIELD LOCATE. PVC 36 IN. (TYPICAL)2 IN. (TYPICAL) GRADE 2/0 BARE COPPER TO GROUND GRID AND WELL (NOTE 3) GROUND LUG THERMO-WELDED CONNECTION WEATHERPROOF SOUND ATTENUATED ENCLOSURE WEATHERPROOF EMERGENCY STOP BUTTON ON BOTH SIDES 2 1  TO TRANSFER SWITCH   RGS ELBOW 3  KEYED NOTES: HEARING SIGN (TYPICAL). RE: HEARING SIGN DETAIL SHEET 9. HIGH VOLTAGE SIGN (TYPICAL). RE: HIGH VOLTAGE SIGN DETAIL SHEET 9. GENERATOR CONCRETE HOUSEKEEPING PAD. RE: GENERATOR HOUSEKEEPING PAD DETAIL SHEET 8. 1 3/8 IN. DIAMETER HARDENED SS ANCHOR BOLTS (TYPICAL BOTH SIDES) RGS ABOVE GRADE 3 IN. RED CONCRETE ENCASEMENT 2 3 FIRE EXTINGUISHER (NOTE 5) GENERATOR CONCRETE HOUSEKEEPING PAD DETAIL SCALE: N.T.S. COMPACTED BASE MATERIAL CONCRETE FOUNDATION 12 IN. x 24 IN. CONCRETE BEAM WITH 2-#7 TOP, 2-#8 BOTTOM AND #3 STIRRUPS AT 18 IN. O.C. MINIMUM SIZE - SAME AS UNIT PLUS 6 IN. ON ALL SIDES TOP OF CONCRETE PAD (TO BE LEVEL) 6 IN. CONCRETE SLAB WITH #4 AT 8 IN. O.C. BOTH WAYS IN TOP OF SLAB CENTER BEAMS AT EQUAL INTERVALS IF DISTANCE BETWEEN BEAMS EXCEEDS 15 FT. - 0 IN. PROVIDE ADDITIONAL INTERIOR BEAMS SO AS TO KEEP BEAM SPACING AT A MAXIMUM OF 15 FT. - 0 IN. O.C. L-UNIT LENGTH + 6 IN. EACH SIDE (MIN.) W- U N I T W I D T H + 6 I N . E A C H S I D E ( M I N . ) 4 IN. IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 GE N E R A T O R D E T A I L S SH E E T 1 HIGH VOLTAGE KEEP OUT 10 IN. (MINIMUM) 8 I N . ( M I N I M U M ) 2 IN. (MIN.) 1 IN. (MIN.) PAINTED ALUMINUM HIGH VOLTAGE SIGN DETAIL SCALE: N.T.S. SS SCREWS (TYPICAL) DUAL SOURCE SIGN DETAIL SCALE: N.T.S. STANDBY ____ GENERATOR LOCATED ON ____ SIDE OF LIFT STATION. AUTOMATIC TRANSFER SWITCH LOCATED ON ____ SIDE OF LIFT STATION CAUTION TWO SOURCES OF SUPPLY ___/___V 3 PHASE 10 IN. (MINIMUM) 8 I N . ( M I N I M U M ) 7/8 IN. (MIN.) 3/8 IN. (MIN.) PAINTED ALUMINUM SS SCREWS (TYPICAL) WARNING HEARING PROTECTION REQUIRED WHEN GENERATOR RUNNING 12 IN. (MINIMUM) 1 & 1/2 IN. (MIN.) RED ON WHITE METALLIC SIGN 14 & 3 / 4 I N . ( M I N I M U M ) 1 IN. (MIN.) HEARING WARNING SIGN DETAIL SCALE: N.T.S. SS SCREWS (TYPICAL) FAULT CURRENT WARNING SIGN DETAIL SCALE: N.T.S. 3/16 IN. 3 IN. BLUE LETTERING ON WHITE BACKGROUND SS SCREWS (TYPICAL) AVAILABLE FAULT CURRENT XXX KAIC INSTALLATION DATE XX/XX/XXXX WARNING 2 I N . 1/4 IN. NOTE: 1.CONTRACTOR TO FILL AVAILABLE FAULT CURRENT KAIC BASED ON DATA OUTLET STATEMENT FROM ELECTRICAL PROVIDER. NOTE 1 B BGTW B 3 B B BB GENERATOR PAD NOTES: 1.THE GROUNDING SYSTEM SHALL BE TESTED BY AN APPROVED TESTING FIRM TO ENSURE THE RESISTANCE TO GROUND IS NO GREATER THAN 5 OHMS. CONTRACTOR TO SUBMIT GROUND TESTING REPORT TO OWNER'S REPRESENTATIVE. 1 1 1 1 2 2 4 TYPICAL GENERATOR ELECTRICAL GROUNDING DETAIL SCALE: N.T.S. KEYED NOTES: 3/4 IN. x 10 FT. COPPER CLAD GROUNDROD. EXOTHERMICALLY WELD TO GROUND CABLE BURIED 18 IN. (MINIMUM) BELOW GRADE. 4/0 SOFT DRAWN BARE COPPER CABLE BURIED 18 IN. (MINIMUM) BELOW GRADE (TYPICAL ALL BELOW GRADE CABLE). EXOTHERMICALLY WELD ALL BELOW GRADE CONNECTIONS EXTEND #6 SOFT DRAWN BARE COPPER UP INTO EQUIPMENT. REFER TO GROUNDING TEST WELL INSTALLATION DETAIL. EXTEND #4/0 TO EXIST GROUND MAT AT ELECTRICAL EQUIPMENT CANOPY AND EXOTHERMICALLY WELL TO EXISTING GROUNDING SYSTEM. 1 2 3 4 5 B 5 IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 GE N E R A T O R D E T A I L S SH E E T 2 MCC-A EXTEND UP INTO MCC-A AND GROUND TO GROUND BUS 3/4"ØX10' COPPER CLAD GROUNDROD. EXOTHERMICALLY WELD TO #4/0 SOFT DRAWN BARE COPPER CABLE BURIED MIN 18" BELOW GRADE (TYP ALL BELOW GRADE CABLE). EXOTHERMICALLY WELD ALL BELOW GRADE CONNECTIONS GROUND CABLE BURIED MIN 18" BELOW GRADE 3 4 1 KEYED NOTES: 2 GTW REFER TO GROUNDING SYSTEM TEST WELL 1 1 1 12 2 22 2 3 433 2 NOTE: COORDINATE EXACT SIZE OF FOUNDATION WITH ALL TRADES. SPACE MOTOR CONTROL CENTER FRONT ELEVATION DETAIL SCALE: N.T.S. PROPOSED TYPICAL ELECTRICAL GROUNDING DETAIL SCALE: N.T.S. 1 IN. CHAMFER ALL EXPOSED EDGES 20 IN.30 IN.20 IN.20 IN.20 IN.20 IN.30 IN. MAIN BREAKER TRANSFER SWITCH TVSS POWER MONITOR PHASE FAILURE SPACE LIFT PUMP NO. 1 LIFT PUMP NO. 2 SPACE CONTROLS SECTION PANEL A TRANSFORMER BREAKER TRANSFORMER 15 KVA / 3 PHSPACESPACE FINISHED FLOOR 3 & 1/2 IN. HIGH CONCRETE HOUSE KEEPING PAD IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L D E T A I L S SH E E T 1 DETAIL #3 SLIDE DOWN OVER TAPPERED END TYPICAL ANTENNA TOWER DETAIL SCALE: N.T.S. YAGI ANTENNA (REF.) GALVANIZED PIPE CAP COAX CABLE RTC400 10 FT. x 1 & 1/4 IN. GALVAIZED POLE BAND-IT SS TIE WRAPS DETAIL #1 GROUND LEVEL TO CONTROL PANEL 4 FT. x 4 FT. x 4 FT. CONCRETE BASE 10 FT. x 5/8 IN. Cu GROUND ROD 30 F T . - 0 I N . 3 F T . - 0 I N . 6 IN. 4 F T . - 0 I N . 6 IN. 10 FT. x 1 & 1/4 IN. POLE (REF.) DETAIL #1A TOWER NECK 1/4 N. x 3 IN. BOLT WITH 1/4 IN. NUT AND (2) FLAT WASHERS DETAIL #1B BOTTOM OF TOWER NECK BOTTOM OF 10 FT. POLE 2 F T . - 0 I N . DETAIL #1 ANTENNA MOUNTING POLE DETAIL #1A NECK SUPPORT BOLT 10 FT. POLE (REF.) 1/4 IN. x 3 IN. SS BOLT W/ 1/4 IN. SS NUT AND SS FLAT WASHER THROUGH 10 FT. POLE (ASSEMBLED BY DFS) TOP OF TOWER NECK (REF.) 1/4 IN. SS NUT W/ FLAT WASHER DETAIL #1B POLE SWIVEL BOLT SIDE VIEW 10 FT. POLE (REF.) BOTTOM OF TOWER NECK (REF.) NUT SLEEVE 3/8 IN. SS BOLT 3/8 IN. SS BOLT SECURE W/ 1/4 IN. SS NUT & BOLT (3 PLCS) SECURE W/ 5/16 IN. SS NUT & BOLT (3 PLCS) TAPPERED END UP (TYPICAL) DETAIL #2 TOWER CONNECTING DETAIL #3 COAX MOUNTING & ROUTING 1 F T . - 6 I N . (T Y P I C A L ) 57 . 0 6 ANTENNA (REF.) HEATSHRINK COAX CONNECTION HERE BAND-IT SS TIE WRAP 29.02 COAX CABLE SERVICE LOOP (REFER TO RTU MOUNT DETAIL FOR CONTINUED ROUTING) 10 FT. POLE (REF.) BAND-IT SS TIE WRAP TOWER LEG ROUTE COAX CABLE DOWN THIS TOWER LEG TO THE BOTTOM OF RTU 3/8 IN. x 3/4 IN. SS BOLT TOWER LEG 3/8 IN. x 3/4 IN. SS BOLT TOWER LEG RTU FOOT RTU FOOT BACK OF RTU RTU MOUNTING DETAIL TOP VIEW CONDUIT DETAIL TOP VIEW CONCRETE FOUNDATION (REF.) TOWER (REF.) 1 & 1/2 IN. 1 FT. PVC CONDUIT MOUNTED DIRECTLY IN FRONT OF LEFT RTU MOUNT TOWER LEG GENERAL NOTES: 1.TOWER AND FOUNDATION SUBMITTALS SHALL BE PROVIDED BY PROFESSIONAL STRUCTURAL ENGINEER WITH AN ACTIVE LICENSE IN THE STATE OF TEXAS. 2.TOWER SHALL BE RATED FOR WIND CATEGORY FOR LIFT STATION PROJECT LOCATION. 3.RTU BOX SHALL BE DESIGNED, PROVIDED, INSTALLED, AND PROGRAMMED BY CITY SCADA CONSULTANT. REFER TO TECHNICAL SPECIFICATIONS FOR PRICING AND PAYMENT PROCEDURES. RTU BOX (NOTE 3) IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L D E T A I L S SH E E T 2 FINISHED GRADE S.D. BARE COPPER CABLE TO GROUND LOOP 12 I N . 12 I N . 6 I N . S.D. BARE COPPER CABLE TO GROUND LOOP 3/4 IN. DIA. x 10 FT. COPPER CLAD GROUND ROD PEA GRAVEL 12 IN. EXTENSTION EXOTHERMIC WELDED CONNECTION CADWELD TYPE "GR" "OLD CASTLE BROOKS" PRODUCT NO. 3 CAST IRON TRAFFIC COVER MARKED "GROUND ELECTRODE" 6 I N . 1 IN. GROUNDING SYSTEM TEST WELL DETAIL SCALE: N.T.S. (TYPICAL) SS TIEWRAP REPLACE "LABEL" WITH CONDUIT TAG OR PANEL AND CIRCUIT NUMBER SS OR ALUMINUM STAMPED TAG LABEL NOTE: 1.AS-BUILT DRAWINGS SHOULD CONTAIN RECORD OF ACTUAL INSTALLED CONDUITS AND CONDUCTORS THAT COORDINATE WITH FIELD LABELS. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONDUIT CONDUIT LABEL DETAIL SCALE: N.T.S. (TYPICAL) SP A C E PE R N E C PER NECSPACE MARKER TAPE 12 I N . GRADE 24 I N . - 6 0 0 V MARKER TAPE TO READ "ELECTRICAL" DUCTBANK WITH RED CONCRETE ENCASEMENT SMOOTH FINISH AND NO CONCRETE OVERFLOW SPOILS CONDUIT DEPTH PER NEC (TYPICAL ALL DUCTBANKS) 3 IN. (MIN.) 3 I N . (M I N . ) #4 REBAR STIRRUP #4 REBAR (TYPICAL)CONDUIT SPACER (TYPICAL) CONDUIT (TYPICAL) (QUANTITY VARIES) 2/0 BARE Cu 30 I N . - 1 5 K V DUCTBANK CONSTRUCTION DETAIL SCALE: N.T.S. NOTE: 1.GROUND ROD SHALL BE 3/4 IN. x 10 FT. FOR SURGE PROTECTION GROUND AND LIGHTNING PROTECTION SYSTEMS. ALL OTHER APPLICATIONS SHALL BE 3/4 IN. x 10 FT. REMOVABLE COVER OF CAST CONCRETE. TOP OF COVER TO BE FLUSH WITH TOP OF NATURAL GROUND, CONCRETE OR ASPHALT SURFACE. FLUSH LIFTING RING "U" BOLTEXOTHERMIC WELDED CONNECTION COPPERWELD GROUND ROD (NOTE 1) 10 IN. VITRIFIED CLAY PIPE OR REINFORCED CONCRETE PIPE 2/0 BARE Cu UNLESS SHOWN OTHERWISE ON PLAN OR SPECIFICALLY DESCRIBED IN SPECIFICATIONS GROUND WELL DETAIL SCALE: N.T.S. GENERAL NOTES: 1.PROVIDE MANUALLY CONTROLLED FULL CUTOFF LED SITE LIGHTING IN EACH PROCESS AREA: 15,000 LUMENS AND 4,000K. PROVIDE SWITCHES, PHOTOCELLS, AND RECEPTACLES AT ALL LIGHTING POLES. 2.ALL LIGHTING IS REQUIRED TO BE LED. 3.ALL ENCLOSURES, HARDWARE, STRAPS, AND ANCHORS TO BE 316 STAINLESS STEEL. 4.REFERENCE SHEET 21 FOR ADDITIONAL ELECTRICAL SHELTER REQUIREMENTS. 5.DO NOT PENETRATE THE TOP OR UPPER 2/3 OF ENCLOSURES. 6.PROVIDE A 6 IN. MINIMUM CLEARANCE BETWEEN ENCLOSURES 7.MAINTAIN 12 IN. MINIMUM CLEARANCE FROM THE EDGE OF THE OUTSIDE ENCLOSURE TO THE CENTER OF THE END POST. NOTES: 1.REFER TO ROOF AND WALL DETAIL ON SHEET 12. 2.CONCRETE SHAFT PER NBU STANDARDS. 12 IN. (MIN.) FINISHED GRADE 12 IN.12 IN. LENGTH AS REQUIRED TO ACHIEVE SPCIFIED CLEARANCE 20A RECEPTACLE WITH IN-USE COVER WEATHERPROOF LIGHT SWITCH C3x4.1 HD GALVANIZED FRAME RAIL FULL LENGTH BOTH SIDES WITH 1/2 IN. THRU BOLTS (TYPICAL) HSS 4 IN. x 4 IN. x 1/4 IN. MINIMUM GALVAIZED POST (TYPICAL) 6 IN. CONCRETE SLAB W/#4 AT 16 IN. OUTSIDE CIRCUMFERENCE EACH WAY 3/4 IN. CHAMFER ALL EXPOSED VERTICAL AND HORIZONTAL CORNERS (TYPICAL) 5 F T . - 0 I N . 26 GA GALVANIZED R-PANEL AND LAP SCREWS. ATTACH TO EACH CROSS MEMBER WITH FULL LENGTH HDG HAT CHANNEL AND SELF TAPPING SCREWS. LIGHT FIXTURE TYPE "F" (TYPICAL) ROOF AND WALL (NOTE 1) CONCRETE SHAFT (NOTE 2) C3x4.1 HD GALVANIZED FRAME RAIL FULL LENGTH WITH 1/2 IN. THRU BOLTS (TYPICAL) FINISHED GRADE 6 FT. - 0 IN. (MIN.) 6 IN. 12 IN. 6 IN. 12 I N . 5 F T . - 0 I N . PERMETER BEAM (TYP. ALL 4 SIDES) 12 3 8 F T . - 0 I N . ( M I N . ) LIGHT FIXTURE TYPE "F" (TYP. OF 2) C3x4.1 HD GALVANIZED FRAME RAIL FULL LENGTH BOTH SIDES WITH 1/2 IN. THRU BOLTS (TYPICAL) HSS 4 IN. x 4 IN. x 1/4 IN. (MIN.) GALVANIZED POSTS (TYPICAL) 26 GA GALVANIZED R-PANEL WALL (NOTE 1) NOTE 2 26 GA GALVANIZED R-PANEL ROOF (NOTE 2) NOTES: 1.REFER TO ROOF AND WALL DETAIL ON SHEET 12. 2.SLOPE OF ON CONCRETE SLAB TO BE 1/4 IN. PER 1 FT. CLOSURE TRIM PIECE 1/4 IN. SHOP WELDED END PLATE WITH 1/2 IN. THRU BOLTS (TYPICAL) C3x4.1 HD GALVANIZED FRAME RAIL FULL LENGTH WITH 1/2 IN. THRU BOLTS (TYPICAL) 26 GA GALVANIZED R-PANEL WALL. INSTALL FULL LENGTH HDG HAT CHANNEL SPACER AT EACH FRAME RAIL TO CLEAR BOLTS AND NUTS. PRE-DRILL AND ATTACH HAT CHANNEL TO EACH FRAME RAIL WITH HDG SELF TAPPING SCREWS AT 24 IN. O.C. TOP AND BOTTOM. ATTACH R-PANEL TO EACH HAT CHANNEL WITH HDG SELF TAPPING SCREWS. INSTALL LAP SCREWS. SHOP WELDC6x8.2 1/4 IN. END PLATE WITH (4) 1/2 IN. BOLTS (TYPICAL) C3x4.1 FULL LENGTH (TYPICAL) SHOP WELD L 3 IN. x 3 IN. x 1/4 IN. (TYPICAL CONNECTION) (2) 1/2 IN. DIA. BOLTS (TYPICAL)26 GA GAVLVANIZED R-PANEL. PRE-DRILL AND ATTACH TO EACH CROSS MEMBER WITH HDG SELF TAPPING SCREWS. INSTALL LAP SCREWS. C3x4.1 HSS 4 IN. x 4 IN. x 1/4 IN. (MIN.) GALVANIZED POSTS. APPROX. 15 FT. - 0 IN. LENGTH (TYPICAL) 6 FT. - 0 IN. (MIN.) ELECTRICAL EQUIPMENT SHELTER DETAIL - FRONT VIEW SCALE: N.T.S. ELECTRICAL EQUIPMENT SHELTER DETAIL - END VIEW SCALE: N.T.S. ROOF AD WALL DETAIL SCALE: N.T.S. IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L D E T A I L S SH E E T 3 LIFT STATION ACCESS HATCH SS CABLE HOLDER WITH SS HARDWARE KELLUM GRIP LIFT PUMP CONDUIT POWER CABLEPUMP CABLE PUMP CABLE INSTALLATION DETAIL3 N.T.S. GENERAL NOTES: 1.MAINTAIN MINIMUM SEPARATION REQUIRED UNDER NEC ARTICLE 504, BETWEEN INTRINSICALLY SAFE CONTROL WIRING AND NON-INTRINSICALLY SAFE MOTOR FEEDER WIRING. 2.UNLESS OTHERWISE NOTED, ALL NUTS, BOLTS, SCREWS WASHERS, ETC SHALL BE STAINLESS STEEL. 1LIFT PUMP TERMINAL BOX (TYPICAL) N1 NOTE 1 GROUND LUG K E (TYP) G A H (TYP) M C (TYP) B (TYP) F TO CONTROL PANELFROM WET WELL FLOATS FROM WET WELL TRANSDUCER NOTE: 1.PROVIDE REQUIRED NUMBER OF TERMINAL BLOCKS RECOMMENDED BY LEVEL SENSOR PROBE MANUFACTURER. 2.ROUTE SURGE PROTECTION DEVICE GROUND CONDUCTOR STRAIGHT PATH TO STRUCTURE STEEL AND TO 20 FT. GROUND ROD. (TYP) N NOTE 2 J FLOATS/TRANSDUCER/ PRESSURE LEVEL TERMINAL BOX DETAIL2 N.T.S. 5CONDUIT SEAL (TYPICAL) CONDUIT SEAL DETAIL4 N.T.S. (TYPICAL) PUMP CABLE OR CONDUCTORS O-Z GEDNEY TYPE CSBE-SS SEAL CABLE THREADED CONDUIT LIFT STATION OR PANEL NOTE: 1.USE CSBE SEALS IN ALL CONDUITS 1 1/2 IN. AND GREATER AND USE EYS SEALS FOR LESS THAN 1 1/2 IN. EXCEPT WHERE SHOWN OTHERWISE. 2 IN. (MAX) N2 6 I N . 6 IN. 3/4 IN. PVC RGS ELBOW WITH INSULATED BUSHING (BOTH ENDS) TO GROUND FIELD ALTERNATE TERMINAL MOUNTING DETAIL (NOTE 3) LIFT STATION WET WELL TOP OF SLAB, LIFT STATION CONDUIT SEAL (TYPICAL) TERMINAL BOXES MAY BE ATTACHED TO WET WELL USING CONCRETE ANCHORS OR MAY BE FREE STANDING WITH MIN. 12 IN. DEEP CONCRETE FITTINGS 3/4 IN. HOLE (TYPICAL) P1000T UNISTRUT UNISTRUT POST BASE PN P2072A POST BASE SS EXPANSION TYPE ANCHOR BOLTS (TYPICAL) TOP OF SLAB, LIFT STATION NOTES: 1.NAMEPLATES SHALL BE MOUNTED TO TERMINAL BOXES USING STAINLESS STEEL HARDWARE. 2.TERMINAL BOX ARRANGEMENT VARIES. SEE ELECTRICAL PLAN. 3.MOUNT TERMINAL BOX ON TOP OF LIFT STATION USING POST BASE WHERE TOP OF LIFT STATION IS FLUSH WITH GRADE. 4.DOOR HINGE ON LEFT ONLY. DO NOT ROTATE ENCLOSURE. 5.ROUTE SURGE PROTECTION DEVICE GROUND CONDUCTOR STRAIGHT PATH TO STRUCTURE STEEL AND TO 10 FT. GROUND ROD. 5 GROUNDING CLAMP TOP OF CONCRETE PAVEMENT L (TYP) (NOTE 1) NAMEPLATE SCHEDULE TERMINAL BOX SCHEDULE A.OZ GEDNEY CSBE SEAL. B.WATERTIGHT CONDUIT HUB WITH INSULATED BUSHING. C.CLASS I, DIV 1, EXPLOSION PROOF SEAL INSTALLED PER NEC DIV 501. D.POWER TERMINAL BLOCK W/SCREW DOWN BOX LUGS. E.CONTROL TERM BLOCK WITH SCREW DOWN BOX LUGS. F.MULTI-CONDUCTOR CABLE, REMOVE OUTER JACKET AS SHOWN. G.WIRING AS SCHEDULED. H.WIRING HARNESS PERMANENTLY AFFIXED. I.PUMP CONTROL WIRING. J.CGB FITTING. K.HOFFMAN NEMA 4X STAINLESS STEEL JUNCTION BOX WITH GASKETED FRONT COVER, CONTINUOUS HINGE, SCREW-DOWN CLAMPS, HASP AND PADLOCKING PROVISIONS. MINIMUM SIZE: : 12 IN. W x 16 IN. H x 6 IN. D. L.MICARTA NAMEPLATE, 3/8 IN. HIGH LETTERS IN WHITE ON BLACK BACKGROUND (SEE NAMEPLATE SCHEDULE). M.TRANSDUCER BREATHER. N.SURGE PROTECTION DEVICE: BLUE RIBBON CORP. No. BCP3000 SURGE PROTECTOR. O.SURGE PROTECTION DEVICE: EATON MODEL No. CVX 100 480Y. SEE ONE-LINE DIAGRAM FOR VOLTAGE. BOLTED CONNECTION CADWELL CONNECTION TO TERMINAL BOX AND GROUND ROD GROUND CONDUCTOR (BARE Cu) TERMINAL BOX INSTALLATION DETAIL5 N.T.S. RUN/STOP (DS185) SURGE PROTECTION DEVICE TO GROUND FIELD TOP OF SLAB, LIFT STATION2 F T . REINFORCED CONCRETE ENCASEMENT (TYPICAL) NOTE 5 1 5/8 IN. SS UNISTRUT MOUNTING FRAME WITH VERTICAL SUPPORTS LOCKING HASP (TYPICAL) RUN/STOP (DS185) (TYPICAL) DESIGNATION ENGRAVED N1 TRANSDUCER/FLOATS N2 PUMP NO. 2 N3 PUMP NO. 1 STILLING WELL CONDUIT STRUT AND CLAMPS TO CONTROL PANEL 4 GND E (TYP) D (TYP) F H (TYP) K I GROUND LUG NOTE 1 B (TYP) C (TYP) A (TYP) J 3 IN. (MIN.) TO CONTROL PANEL TO PUMP STARTER (POWER) FROM WET WELL - PUMP POWER CABLE NOTE: 1.PROVIDE ADDITIONAL CONDUIT ONLY WHERE PUMP HAS 2 CABLES. 2.ROUTE SURGE PROTECTION DEVICE GROUND CONDUCTOR STRAIGHT PATH TO STRUCTURE STEEL AND TO 20 FT. GROUND ROD. 3. SURGE PROTECTOR MOUNTED ON BACK OF TERMINAL BOX. L3 L2 L1 O NOTE 2 G LIFT PUMP TERMINAL BOX DETAIL1 N.T.S. (NOTE 3) RE F . P L A N 1 FT. - 1/2 IN. 4" 12 IN. DIA. CAST IRON FRAME AND COVER STAMPED "SEWER" SIDE ENTRY CONDUIT IN SLAB W/BELL END ADAPTER TRANSMITTER CABLE 8 IN. SCR26 PVC STILLING WELL INSTALLED IN CENTER OF FRAME AND COVER OPENING, ATTACH TO WALL W/316 SS SUPPORTS AT 5 FT. INTERVALS. USE STRUT BASE AND STRUT W/EITHER U-BOLTS OR PIPE CLAMPS 3/8 IN. DIA. 316 SS HOOK BOLT W/6 IN. MIN. EMBEDMENT SS KELLEMS TYPE CORD GRIP DRILL 1 IN. VENT HOLE 6 IN. BELOW ROOF SLAB STILLING WELL DETAIL7 N.T.S. N3 FENCE POST (TYPICAL) GATE BURNDY TYPE "GG" CONNECTOR GRADE FLEXIBLE COPPER BRAID BURNDY TYPE "BD" BURNDY TYPE "GAR" CONNECTOR GROUND WIRE (TYPICAL) FENCE POST AND GATE ROUNDING DETAIL8 N.T.S. NOTES: 1.ANY EXPOSED OR ABOVE GRADE CONNECTIONS SHALL BE MECHANICAL TYPE WITH CRIMP LUGS. USE CADWELD FOR BURIED LOCATIONS. 2.EXOTHERMICALLY WELD ALL BELOW GRADE CONNECTIONS. 3.EXTEND #6 SOFT DRAWN BARE COPPER CABLE UP INTO ATS/EQUIPMENT PANELS AND GROUND TO GROUND BUS. GROUND ROD NTS SECTION "A" 30 IN. MIN. GROUND TEST WELL NTS 12 IN. 6 IN. 4 IN.12 IN. "A""A" FINISHED GRADE CAST IRON MONUMENT CASE W/ COVER NEENAH CAT. No. 4-1978-B OR EQUAL. PROVIDE IDENTIFICATION TAG AS SHOWN. FINISHED GRADE MECHANICAL CONNECTIONS INDIVIDUAL 4/0 SOFT DRAWN BARE Cu GROUND CABLES BURIED MIN. 30 IN. BELOW GRADE. ATTACH EACH TAIL TO ROD W/ MECHANICAL CONNECTIONS 3/4 IN. x 10 FT. - 0 IN. Cu WELD GROUND ROD 3/4 IN. x 10 FT. - 0 IN. Cu WELD GROUND ROD 1 IN. FORM SQUARE ALL AROUND GROUND ROD GRAVEL FILL CONCRETE ALL AROUNDCADWELD 4/0 BARE Cu WIRE (TYPICAL) 4/0 4 IN. SQUARE ENGRAVED BRASS IDENTIFICATION TAG. DRILL AND TAP COVER AND FASTEN W/SS SCREWS. GROUNDING DETAIL6 N.T.S. 2 FLOATS/TRANSDUCER TERMINAL BOX (TYPICAL) IH - 3 5 R I A T A L I F T S T A T I O N R E L O C A T I O N A N D OF F S I T E S E W E R I M P R O V E M E N T S Te x a s E n g i n e e r i n g F i r m F - 1 8 7 1 2 19 1 N . U n i o n A v e N E W B R A U N F E L S , T E X A S 7 8 1 3 0 P H : ( 8 3 0 ) 2 1 4 - 0 5 2 1 U E G JANUARY 26, 2023 EL E C T R I C A L D E T A I L S SH E E T 4 Form ROW-U-35 (Rev. 10/20) Page 6 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “B” Accounting Method Actual Cost Method of Accounting The utility accumulates cost under a work order accounting procedure prescribed by the Federal or State regulatory body and proposes to request reimbursement for actual direct and related indirect costs. Lump Sum Method of Accounting Utility proposed to request reimbursement based on an agreed lump sum amount supported by a detailed cost analysis. Project Name and Phase :Riata Lift Station Relocation Project Owner: City of Schertz Engineering Firm: Utility Engineering Group, PLLC Project Number: 8032-01 Wastewater EDUs: Sewer EDUs: Date:2/23/23 Prepared By: David Kneuper Bid Item Bid Item Description Quantity Unit Unit Price Total Cost 1 MOBILIZATION, BONDS & INSURANCE 1 EA 175,000.00$ 175,000.00$ 175,000.00$ 1 SILT FENCE 660 LF 3.50$ 2,310.00$ 2 STABILIZED CONSTRUCTION ENTRANCE/EXIT 1 EA 2,500.00$ 2,500.00$ 3 TREE PROTECTION FENCING (11 TOTAL TREES) 245 LF 5.00$ 1,225.00$ 4 TREE REMOVAL 4 EA 250.00$ 1,000.00$ 5 SITE RESTORATION & REVEGETATION 4,675 SY 4.00$ 18,700.00$ Subtotal Erosion and Sedimentation Controls 25,735.00$ 1 SITE CLEARING & RIGHT-OF-WAY PREPARATION 0.74 AC 10,000.00$ 7,400.00$ 2 TRENCH & EXCAVATION SAFETY (PLAN AND IMPLEMENTATION) 760 LF 45.00$ 34,200.00$ 3 6" PVC C900 DR 14 FORCE MAIN PIPING 360 LF 110.00$ 39,600.00$ 4 8" PVC SDR 26 GRAVITY MAIN PIPING (8' - 25') 400 LF 200.00$ 80,000.00$ 5 5' DIA. WW MANHOLE 1 EA 8,500.00$ 8,500.00$ 6 5' DIA. DOGHOUSE MANHOLE 1 EA 25,000.00$ 25,000.00$ 7 SMARTCOVER SYSTEM (MANHOLE A-2) 1 EA 12,000.00$ 12,000.00$ 8 EXTRA DEPTH MANHOLE 20 VF 350.00$ 7,000.00$ 9 DUCTILE IRON FITTINGS 0.5 TON 25,000.00$ 12,500.00$ 10 CONNECT TO EX. GRAVITY WW MAIN 1 EA 5,500.00$ 5,500.00$ 11 CONNECT TO EX. FORCE MAIN 1 EA 2,500.00$ 2,500.00$ 12 ABANDONMENT IN PLACE OF EX. GRAVITY MAIN AND MANHOLES 1 EA 20,000.00$ 20,000.00$ 13 ABANDONMENT AND REMOVAL OF EX. FORCE MAIN 1 EA 25,000.00$ 25,000.00$ 14 ASPHALT PAVEMENT REPAIR (INCL. CURB & GUTTER) 106 SY 250.00$ 26,500.00$ 15 BYPASS PUMPING (PLAN AND IMPLEMENTATION) TOTAL PROJECT 1 EA 25,000.00$ 25,000.00$ 16 DEWATERING PLAN & IMPLEMENTATION 1 EA 7,500.00$ 7,500.00$ 17 MATERIAL TESTING 1 EA 5,000.00$ 5,000.00$ 18 HYDROSTATIC TEST 1 EA 3,500.00$ 3,500.00$ 346,700.00$ 1 SITE CLEARING & RIGHT-OF-WAY PREPARATION 0.42 AC 10,000.00$ 4,200.00$ 2 LIFT STATION WET WELL EXCAVATION SAFETY (PLAN AND IMPLEMENTATION)1 EA 100,000.00$ 100,000.00$ 3 LIFT STATION SITE PIPING* 1 EA 35,000.00$ 35,000.00$ 4 6" PLUG VALVE W/HAND WHEEL* 2 EA 3,750.00$ 7,500.00$ 5 6" CHECK VALVE*3 EA 5,000.00$ 15,000.00$ 6 6" PLUG VALVE W/BOX* 2 EA 3,500.00$ 7,000.00$ 7 6" EMERGENCY BY- PASS INCLUDING CONCRETE EQUIPMENT PAD* 1 EA 12,500.00$ 12,500.00$ 8 COMBINATION AIR/VACUUM RELEASE VALVE* 1 EA 4,500.00$ 4,500.00$ 9 DUCTILE IRON FITTINGS 1.00 TON 20,000.00$ 20,000.00$ 10 SUBMERSIBLE PUMP* 2 EA 115,000.00$ 230,000.00$ 11 12' DIA. PRE-CAST CONCRETE WET WELL - 20.5' DEPTH 1 EA 425,000.00$ 425,000.00$ 12 PRE-CAST CONCRETE VALVE VAULT 1 EA 35,000.00$ 35,000.00$ 13 LIFT STATION APPURTENANCES* 1 EA 150,000.00$ 150,000.00$ 14 EX. LIFT STATION ABANDONMENT (INCLUDING SITE, PAVEMENT, WET WELL, ELECTRICAL, AND ALL APPURTENANCES DETAILED ON THE DEMO SHEETS) 1 EA 95,000.00$ 95,000.00$ 15 PIPE BOLLARD*14 EA 1,350.00$ 18,900.00$ 16 ASPHALT PAVEMENT 826 SY 50.00$ 41,300.00$ 17 FLUSH CURB 664 LF 17.50$ 11,620.00$ 18 WEED PROTECTION AND ROCK AROUND SITE 1,205 SY 25.00$ 30,125.00$ 19 SITE WATER SERVICE* 1 EA 5,500.00$ 5,500.00$ 20 SECURITY FENCING 447 LF 75.00$ 33,525.00$ 21 SECURITY GATE*2 EA 4,000.00$ 8,000.00$ 22 DEWATERING PLAN & IMPLEMENTATION 1 EA 35,000.00$ 35,000.00$ 23 MATERIAL TESTING 1 EA 5,000.00$ 5,000.00$ 24 HYDROSTATIC TEST 1 EA 7,500.00$ 7,500.00$ 25 DEMONSTRATION TESTING 1 EA 10,000.00$ 10,000.00$ 26 ELECTRICAL SHELTER INCLUDING CONCRETE FOUNDATION* 1 EA 45,000.00$ 45,000.00$ 27 ELECTRICAL, INSTRUMENTATION & CONTROLS, & SITE LIGHTING* 1 EA 265,000.00$ 265,000.00$ 28 SCADA TOWER INCLUDING FOUNDATION* 1 EA 25,000.00$ 25,000.00$ 29 EMERGENCY GENERATOR INCLUDING CONCRETE FOUNDATION* 1 EA 135,000.00$ 135,000.00$ General Subtotal General: Erosion and Sedimentation Controls Off-Site Utilities Subtotal Off-Site Utilities: Preliminary 100% Opinion of Probable Project Costs Total Project Riata Lift Station - City of Schertz Lift Station and Off-Site Utilities Relocation Project Lift Station Page 1 Form ROW-U-35 (Rev. 10/20) Page 7 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “C” Schedule of Work Estimated Start Date: July 10, 2023, (subject to physical work restrictions prior to the issuance of environmental clearance as required by the provisions of this agreement) Estimated Duration (days): 420 Estimated Completion Date: September 2, 2024 Form ROW-U-35 (Rev. 10/20) Page 8 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “D” Statement Covering Contract Work (ROW–U–48) (ROW–U–48–1, if applicable) Construction Contract: Utility performing with their own forces (timesheets will be required at the time of billing). Utility will use outside forces to perform the adjustment, complete attached ROW-U-48 or ROW-U-48-1 (joint bid). Engineering Contract: Utility performing with their own forces (timesheets will be required at the time of billing). Utility will use consultant contract (continuing contract rate sheets or fee schedule will be required). TxDOT will procure utility consultant. * 48* Form ROW-U-48 Page 1 of 1 (Rev. 3/19)STATEMENT COVERING UTILITY CONSTRUCTION CONTRACT WORK (AS APPEARING IN ESTIMATE) U-Number: U00014203 ROW CSJ Number: 0016-05-116 County: Comal Federal Project No.: NH 1720(809) District: San Antonio Highway No.: IH 35 facts and make the following statements in respect to work which will or may be done on a contract basis as it appears in the estimate to which this statement is attached. It is more economical and/or expedient for Owner to contract this adjustment, or Owner is not adequately staffed or equipped to perform the necessary work on this project with its own forces to the extent as indicate on the estimate. Solicitation for bids is to be accomplished through open advertising and contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. Associated bid tabulations will be provided to the State. Solicitation for bids is to be accomplished by circulating to a list of pre-qualified contractors or known qualified contractors and such contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. Associated bid tabulations will be provided to the State. Such presently known contractors are listed below: A. Procedure to be Used in Contracting Work , a duly authorized and qualified representative ofI, Steve Williams , hereinafter referred to as Owner, am fully cognizant of theCity of Schertz B. 1. 2. 3. 4. 5. C.The work is to be performed under an existing continuing contract under which certain work is regularly performed for Owner and under which the lowest available costs are developed. The existing continuing contract will be made available to the State for review at a location mutually acceptable to the Owner and the State. If only part of the contract work is to be done under an existing contract, give detailed information by attachment hereto. D The utility proposes to contract outside the foregoing requirements and therefore evidence in support of its proposal is attached to the estimate in order to obtain the concurrence of the State, and the Federal Highway Administration Division Engineer where applicable, prior to taking action thereon (approval of the agreement shall be considered as approval of such proposal). E.The utility plans and specifications, with the consent of the State, will be included in the construction contract awarded by the State. In the best interest of both the State and the Owner, the Owner requests the State to include the plans and specifications for this work in the general contract for construction of Highway in this area, so that the work can be coordinated with the other construction operations; and the construction contract is to be awarded by the State to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. If this option is chosen, attach form ROW-U-48-1, the terms of which are incorporated herein by reference. DateSignature Title City Manager Form ROW-U-35 (Rev. 10/20) Page 9 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “E” Utility Joint Use Agreement – (ROW-U-JUA) and/or Utility Installation Request – (Form 1082) Utility Joint Use Agreement (ROW–U–JUA) Utility Installation Review/Permit Number: Form ROW-U-35 (Rev. 10/20) Page 10 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “F” Eligibility Ratio Eligibility Ratio established: % Non-interstate Highway (Calculations attached) Interstate Highway ROW Utility Manual Chapter 8, Section 2 In developing the ratio, line length or number of poles is restricted to facilities located within the existing and proposed highway right of way. Facilities located outside the existing and proposed right of way limits will not be used in developing the ratio. Please see example of eligibility ratio calculations below. Plan Sheet or Page# In Easement (Eligible) Existing # of Poles or LF In Public ROW (Ineligible) Existing # of Poles or LF 1 0 0 2 84 22 3 90 385 4 238 96 Totals 412 503 Total Existing # of Poles or LF (Eligible) 412 Total Existing # of Poles or LF (Ineligible) 503 Total Existing # of Poles or LF 915 Total Existing # of Poles or LF (Eligible) divided by the Total Existing # of Poles or LF 45.03% Form ROW-U-35 (Rev. 10/20) Page 11 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “G” Betterment Calculation and Estimate Elective Betterment Ratio established: % (Calculation attached and justification below) Forced Betterment (Provide supporting documentation) Not Applicable Elective betterment justification statement: Form ROW-U-35 (Rev. 10/20) Page 12 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “H” Proof of Property Interest Supporting documentation of compensable property interest that establishes reimbursement eligibility as referenced in Texas Transportation Code §203.092. Property interest documented through applicable affidavits and required attachments. ROW-U-Affidavit The roadway improvement project is designated as an Interstate Highway project; therefore, no supporting documentation of compensable interest is required. RESOLUTION NO. 23-R-24 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS, AUTHORIZING THE CITY MANAGER TO ENTER INTO A STANDARD UTILITY AGREEMENT WITH THE STATE OF TEXAS FOR THE RELOCATION OF UTILITIES – SPECIFICALLY THE RIATA LIFT STATION - ALONG IH 35 IN PREPARATION FOR THE IH 35 NEX PROJECT WHEREAS, the Texas Department of Transportation (TxDOT) is undertaking the Interstate Highway 35 North East Expansion (IH 35 NEX) Project and has acquired additional right of way for the widening of the highway; and WHEREAS, the Riata Wastewater Lift Station of the City of Schertz, Texas, (City) is located in conflict with the planned TxDOT improvements to IH 35; and WHEREAS, the State of Texas will pay to the City of Schertz the costs incurred in adjustment, removal, and relocation of the Riata Lift Station and Wastewater Mains; and WHEREAS, City Staff has recommended that the City enter into a Standard Utility Agreement (SUA) with the State of Texas for the relocation of utilities along Interstate Highway 35 (Riata Lift Station and Associated Gravity and Force Mains) and reimbursement of project costs. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby authorizes the City Manager to execute the TxDOT Standard Utility Agreement in substantially the form set forth as Exhibit A. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4. This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this Resolution would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 7. This Resolution shall be in force and effect from and after its final passage, and it is so resolved. PASSED AND ADOPTED, this 14th day of March, 2023. CITY OF SCHERTZ, TEXAS Ralph Gutierrez, Mayor ATTEST: Sheila Edmondson, Interim City Secretary (city seal) Exhibit “A” Agenda No. 6.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 14, 2023 Department:Executive Team Subject: Ordinance 23-S-07- Consideration and/or action by the City Council of the City of Schertz, Texas on an Ordinance to amend Part III, Schertz Code of Ordinances, the Unified Development Code (UDC) Article 5 Zoning Districts, Subsections 21.5.2, 21.5.5 and 21.5.11; Article 9 Site Design Standards, Subsection 21.9.7 and 21.9.10; Article 10 Parking Standards, Subsections 21.10.2, 21.10.3, 21.10.4, 21.10.7.C and 21.10.9; and Article 14 Transportation, Subsection 21.14.3. (Final Reading) (B. James/S. Williams) BACKGROUND At the March 7, 2023 Council meeting, City council conducted a public hearing and considered a number of amendments to multiple sections of the City's Unified Development Code (UDC). There was a lack of agreement among all members of Council on each of the proposed amendments. Council ultimately approved the proposed amendments on 3 different votes, as different members supported/opposed two of the proposed amendments. As such, staff is proposing Council take 3 votes on the proposed amendment. The first vote is on the proposed amendment to Section 21.10.3 A Size of Parking Space and Section 21.10.9 Additional regulations and illustrations - C. 90o parking dimensions, D. Angle parking dimensions E. Drive aisle dimensions. These amendments change the minimum parking space size from 10' x 20' to 9' x 18'. The second vote is on Section 21.10.4 Schedule of off-street parking requirements for multifamily, duplex, two-family, condominiums or other similar uses to change the required number of parking spaces for multifamily, duplex, two-family, condominium or other similar uses.  Currently, the UDC requires 1.5 spaces per 1 bedroom, 2 spaces per 2 bedroom unit, 2.5 spaces per and an additional 5% for guest parking. The proposed amendment requires 1.7 spaces per unit plus an additional 5% for guest parking. Staff is going to make clear that duplex/two-family require 2 spaces per unit (the same as is required for single family). The third vote will consider the remainder of the changes to the UDC.  The proposed change amends Section 21.5.5 Statement of Purpose and Intent for Residential Districts and 21.5.2 Zoning Districts Established to eliminate the current prohibition on granting new R-6 and R-7 single family zoning. The R-6 District allows for a minimum lot size of 7,200 square feet and the R-7 District allows for a minimum lot size of 6,600 square feet. The granting of new zoning to these two zoning districts was prohibited by City Council in 2010. The proposed change also amends Section 21.5.11 Specific Use Permit (SUP) to eliminate the requirement for a site plan. It does provide that a site layout, less detail than a site plan, can be required by the Planning and Zoning Commission if they deem it necessary to mitigate adverse effects of the proposed use. After the Planning and Zoning Commission consideration and changes the requirement to pull a building permit be extended from one to two years, lest the SUP expire.  expire.  A major overhaul is proposed to Article 9, Site Design Standards, Section 21.9.7 Landscaping. Currently, Section 21.9.7 Landscaping is 10 pages long. With the proposed revisions it has been reduced to 3 pages. The proposed changes separate the requirements for single family and duplex development from the requirements for nonresidential and multifamily residential development for clarity. Much of the reduction in length of section is the result of eliminating the Approved Landscape Planting List. This will allow builders, developers and landscape architects to select the most appropriate plants for their project. The changes also decrease and adjust the requirements for landscaping for commercial projects. The change also incorporates modified standards from Section 21.14.3 Additional Design Requirements, that impact landscaping, to avoid confusion and problems that arise from developers not being aware of these requirements. Staff did combine the screening and buffering requirements into one section.  There are a few other changes to wheel stops, parking requirements for older sites that expand and stacking for a bank drive-thru.  GOAL To amend the UDC to review and update the development regulations due to changing conditions and community goals in order to establish and maintain sound, stable and desirable development. COMMUNITY BENEFIT It is the City's desire to promote safe, orderly, efficient development and ensure compliance with the City's vision of future growth. SUMMARY OF RECOMMENDED ACTION First motion and vote - Approval of the proposed amendment to Section 21.10.3 A Size of Parking Space and Section 21.10.9 Additional regulations and illustrations - C. 90o parking dimensions, D. Angle parking dimensions E. Drive aisle dimensions to change the minimum parking space size from 10' x 20' to 9' x 18'. Second motion and vote - Approval of the proposed amendment to Section 21.10.4 Schedule of off-street parking requirements for multifamily, duplex, two-family, condominiums or other similar use to required 1.7 parking spaces per unit plus an additional 5% for guest parking for multifamily, condominium and similar uses and to require 2 spaces per duplex/two-family unit. Third motion and vote - Approval of the remainder of the proposed changes to the UDC. RECOMMENDATION Approval of Ordinance 23- S-07. Attachments Ord 23 S 07  Ord. 23-S-07  ORDINANCE NO. 23-S-07 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS TO AMEND PART III, SCHERTZ CODE OF ORDINANCES, THE UNIFIED DEVELOPMENT CODE (UDC) ARTICLE 5 ZONING DISTRICTS, SUBSECTIONS 21.5.2, 21.5.5, AND 21.5.11, ARTICLE 9 SITE DESIGN STANDARDS, SUBSECTION 21.9.7, ARTICLE 10 PARKING STANDARDS, SUBSECTIONS 21.10.2, 21.10.3, 21.10.4, 21.10.7.C, 21.10.9 AND ARTICLE 14 TRANSPORTATION, SUBSECTION 21.14.3 WHEREAS, pursuant to Ordinance No. 10-S-06, the City of Schertz, Texas (the “City) adopted as Amended and Restated Unified Development Code on April 13, 2010, as further amended (the “Current UDC”); and WHEREAS, City Staff has reviewed the Current UDC and have recommended certain revision and updates to, and reorganization of, the Current UDC; WHEREAS, on December 14, 2022 and January 11, 2023, the Planning and Zoning Commission conducted public hearings and, thereafter recommended approval; and WHEREAS, on March 7, 2023, the City Council conducted a public hearing and after considering the Criteria and recommendation by the Planning and Zoning Commission, determined that the proposed amendments are appropriate and in the interest of the public safety, health, and welfare. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS: THAT: Section 1. The current UDC is hereby amended as set forth on Exhibit A hereto. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Ordinance for all purposes and are adopted as a part of the judgment and findings of the Council. Section 3. All ordinances and codes, or parts thereof, which are in conflict or inconsistent with any provision of this Ordinance are hereby repealed to the extent of such conflict, and the provisions of this Ordinance shall be and remain controlling as to the matters resolved herein. Section 4. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Ordinance or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Ordinance and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City hereby declares that this Ordinance would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Ordinance is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 7. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 8. This Ordinance shall be cumulative of all other ordinances of the City of Schertz, and this Ordinance shall not operate to repeal or affect any other ordinances of the City of Schertz except insofar as the provisions thereof might be inconsistent or in conflict with the provisions of this Ordinance, in which event such conflicting provisions, if any, are hereby repealed. Approved on first reading the 7th day of March, 2023. PASSED, APPROVED AND ADOPTED on final reading the 14th day of March, 2023. ____________________________________ Ralph Gutierrez, Mayor ATTEST: ________________________________ Sheila Edmondson, City Secretary (SEAL OF THE CITY) Exhibit “A” Agenda No. 7.   CITY COUNCIL MEMORANDUM    City Council Meeting:March 14, 2023 Department:Executive Team Subject:The City Council will meet in closed session in accordance with Section 551.072, Texas Government Code deliberation regarding the purchase, exchange, lease, or value of Real Property for future roadways, roadway extensions, and roadway expansions.