Loading...
04-15-2025 Agenda Packet       MEETING AGENDA City Council REGULAR SESSION CITY COUNCIL April 15, 2025                                 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, APRIL 15, 2025 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 Brown)   Special Announcements  Hal Baldwin Scholarship (R.Gutierrez)   Proclamations   Building and Safety Month-May 2025 (Councilmember Watson)   National Public Safety Telecommunicators Week April 13-19, 2025  (Councilmember Macaluso)   Military Child Month-April 2025 (Councilmember Guerrero)   International Firefighter's Day-May 4, 2025 (Councilmember Westbrook) April 15, 2025  City Council Agenda                                Page 1    Animal Care and Control Appreciation Week April 13-19, 2025  (Mayor Pro-Tem Heyward)   Administrative Professionals Week April 21-25, 2025 (Councilmember Brown)   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. All handouts and/or USB devices must be submitted to the City Secretary no later than noon on the Monday preceding the meeting.  Handouts will be provided to each Councilmember prior to the start of the meeting by the City Secretary.  All USB devices will be vetted by City IT staff to ensure City property is protected from malware. 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 - Approval of the minutes from the City Council Meeting on April 1, 2025 (S.Edmondson/S.Courney)   2.Resolution 25-R-024 - Authorizing a Standard Utility Agreement with the State of Texas for the relocation of utilities for the IH 35 NEX Project (B.James/K.Woodlee/E.Schulze)   3.Resolution 25-R-049 - Authorizing easement acquisition agreements related to the utility relocations for the IH 35 NEX Project (B.James/K.Woodlee/E.Schulze) April 15, 2025  City Council Agenda                                Page 2    4.Resolution 25-R-047 - Authorizing the purchase of specialized medical supplies (S.Williams/J.Mabbitt)   5.Resolution 25-R-045 - Authorizing expenditures with Way Mechanical to replace two rooftop air conditioning/heating units at the Schertz YMCA (B.James/D.Hardin/C.Lonsberry)   6.Resolution 25-R-033 - Authorizing the EMS, Utility Billing, Schertz Magazine, and Library debt revenue adjustments (S.Gonzalez/J.Walters)   7.Resolution 25-R-052 - Authorizing a construction contract with E-Z Bel Construction for the 2024 SPAM Rehabilitation Project (B.James/K.Woodlee/J.Nowak)   8.Resolution 25-R-055 - Authorizing a Roadway Impact Fee Offset Agreement with the developer of the Heritage Oaks Subdivision (S.Williams/B.James)   Discussion and Action Items   9.Ordinance 25-T-016  - Authorizing an amendment to the Fiscal Year 2024-2025 Budget (S.Gonzalez/J.Walters)   10.Resolution 25-R-021 - Authorizing the approval of a Development Agreement with BFR LLC for the approximately 30 acre tract at FM 1518 and Woman Hollering Road (S.Williams/B.James)   11.Resolution 25-R-005 - Approving a Utility Service Extension Request for the Woman Hollering Townhomes (B.James/K.Woodlee)   12.Tax Increment ReInvestment Zone Board (TIRZ) Appointments/Reappointments (Mayor Gutierrez)   Public Hearings   13.Ordinance 25-S-011 – Conduct a public hearing and consider a request to rezone approximately 0.4 acres of land from Single-Family Residential District (R-2) to Single-Family Residential District (R-6), known as 305 Aviation Avenue, more specifically known as Guadalupe County Property Identification Number 174165, City of Schertz, Guadalupe County, Texas (B.James/L.Wood/D.Marquez).   Workshop April 15, 2025  City Council Agenda                                Page 3  Workshop   14.April 2025 Quarterly Streets Update   15.April 2025 Drainage Rate Study Discussion   16.Discussion regarding expansion of the CCMA South Plan due to lack of City of Schertz Capacity   Information available in City Council Packets - NO DISCUSSION TO OCCUR     Requests and Announcements  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 City and Community Events attended and to be attended (Council)     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 APRIL 2025 AT 2:00 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 ___________________, 2025. 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 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 April 15, 2025  City Council Agenda                                Page 4  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 Member Audit Committee Investment Advisory Committee Main Street Committee TIRZ II Board Liaison Board of Adjustments Senior Center Advisory Board-Alternate Councilmember Davis– Place 1 Member Interview Committee  Main Street Committee - Chair TIRZ II Board Liaison Parks & Recreation Advisory Board Schertz Housing Authority Board Transportation Safety Advisory Board Councilmember Watson-Place 2 Member Audit Committee Liaison Library Advisory Board Senior Center Advisory Board Cibolo Valley Local Government Corporation-Ex-Officio                                      Councilmember Macaluso – Place 3 Member Interview Committee  Hal Baldwin Scholarship Committee TIRZ II Board Liaison TIRZ II Board Animal Services Advisory Committee Councilmember – Place 4 Member Hal Baldwin Scholarship Committee Investment Advisory Committee Liaison Schertz Historical Preservation Society Councilmember Westbrook – Place 5 Liaison Schertz-Seguin Local Government Corporation (SSLGC)     Planning and Zoning Commission Schertz Historical Preservation Society Cibolo Valley Local Government Corporation (CVLGC)-Alternate    Councilmember Heyward – Place 6 Member Animal Services Advisory Committee Audit Committee Interview Committee-Chair Investment Advisory Committee Main Street Committee Liaison Building and Standards Commission Economic Development Corporation - Alternate Senior Center Advisory Board Councilmember Brown – Place 7 Member Main Street Committee Schertz-Seguin Local Government Corporation (SSLGC) Liaison Economic Development Corporation      April 15, 2025  City Council Agenda                                Page 5  Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:Building and Safety Month-May 2025 (Councilmember Watson) Attachments Building Safety Month April 2025  Building Safety Month — May 2025 Whereas, the City of Schertz is committed to recognizing that our growth and strength depends on the safety and essential role our homes, buildings and infrastructure play both in everyday life and when disasters strike; and Whereas, our confidence in the resilience of these buildings that make up our community is achieved through the devotion of vigilant guardians––building safety and fire prevention officials, architects, engineers, builders, tradespeople, design professionals, laborers, plumbers and others in the construction industry—who work year-round to ensure the safe construction of buildings; and Whereas, these modern building codes and standards include safeguards to protect the public from hazards such as hurricanes, snowstorms, tornadoes, wildland fires, floods and earthquakes; and Whereas, Building Safety Month is recognized by the International Code Council to remind the public about the critical role of our communities’ code officials—who assure us of safe buildings; and Whereas, "Game On!" the theme for Building Safety Month 2025, encourages us all to get involved and raise awareness about building safety on a personal, local and global scale; and Whereas, each year, in observance of Building Safety Month, people all over the world are asked to consider the commitment to improve building safety, resilience and economic investment at home and in the community, and to acknowledge the essential service provided to all of us by local, state and federal building safety and in protecting lives and property. NOW THEREFORE, I, Ralph Gutierrez, Mayor of The City of Schertz, do hereby proclaim the month of May 2025 as Building Safety Month. IN TESTIMONY WHEREOF, I have signed my name officially and caused the Seal of the City of Schertz to be affixed on this the 15th  of April 2025. _______________________________                                    Ralph Gutierrez, Mayor Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:National Public Safety Telecommunicators Week April 13-19, 2025 (Councilmember Macaluso) Attachments National Public Safety Telecomunicators Week  National Public Safety Telecommunications Week April 13-19, 2025 Whereas, emergencies can occur at any time that require police, fire, or emergency medical services; and, Whereas, when an emergency occurs the prompt response of police officers, firefighters and paramedics is critical to the protection of life and preservation of property; and, Whereas, the safety of our police officers and firefighters is dependent upon the quality and accuracy of information obtained from citizens who telephone the City of Schertz emergency communications center; and, Whereas, Public Safety Telecommunicators are the first and most critical contact our citizens have with emergency services; and, Whereas, the Public Safety Telecommunicators Department has 16 employees: 1-Commications Manager with 20.5 years of experience, 4-Shift Supervisors with a combined 53 years of experience and, 12-Communication Officers with a combined total of 25 years of experience; and Whereas, the Public Safety Telecommunicators for the City of Schertz answered approximately 100,000 calls in 2024, from which 85,000 calls were for service for Schertz and Cibolo Police Department; Schertz EMS Department and Schertz and Cibolo Fire Department and 86,000 TCIC Computer transactions; and Whereas, Public Safety Telecommunicators are the single vital link for our police officers and firefighters by monitoring their activities by radio, providing them information, and ensuring their safety; and, Whereas, Public Safety Telecommunicators of the City of Schertz have contributed substantially to the apprehension of criminals, suppression of fires and treatment of patients; and, Whereas, each dispatcher has exhibited compassion, understanding and professionalism during the performance of their job in the past year. Now Therefore, Be It Resolved that I, Ralph Gutierrez, Mayor of the City of Schertz proclaims. National Public Safety Telecommunicators Week, April 13-19, 2024 I encourage all citizens to join us in honoring the men and women whose diligence and professionalism keep our city and citizens safe. IN TESTIMONY WHEREOF, I have hereunto set my hand and caused the SEAL of the City of Schertz to be affixed to this on the 1st day of April 2025. _________________________________ Ralph Gutierrez, Mayor Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:Military Child Month-April 2025 (Councilmember Guerrero) Attachments Military Child Month 2025  April 2025 is “Month of the Military Child” & April 15, 2025 is “Purple Up! For Military Kids Day” WHEREAS, The City of Schertz will observe “Month of the Military Child” during the month of April 2025, and on April 15, 2025 “Purple Up! For Military Kids Day” to honor military families and their children for the sacrifices they make and their unconditional support of our armed forces; and   WHEREAS, Nearly 2 million children in military families face unique challenges, including frequent moves and family separations.  These remarkable young people demonstrate incredible strength and courage while adapting to new schools, making new friends and supporting their families; service to our nation; and WHEREAS, The City of Schertz, along with the Texas Education Agency, are committed to ensuring military connected students are supported in our schools and various programs, as our men and women in uniform focus on the challenges and missions they face in the line of duty; and  WHEREAS, In the month of April, citizens can show their support for military children and appreciation for their strength and sacrifices by wearing purple – which represents the blending of the colors of the Five Branches of the Armed Forces. NOW, THEREFORE, I, Ralph Gutierrez, Mayor of the City of Schertz, call upon all citizens of the City of Schertz and upon all patriotic, civic and educational organizations to observe the month of April 2025 to be the “Month of the Military Child” and April 15, 2025 as “Purple Up! For Military Kids Day”.  Military kids are essential members of our community who deserve recognition for their strength and sacrifice. IN TESTIMONY WHEREOF, I have signed my name officially and caused the Seal of the City of Schertz to be affixed on this the 15th  of April 2025. _______________________________                                    Ralph Gutierrez, Mayor Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:International Firefighter's Day-May 4, 2025 (Councilmember Westbrook) BACKGROUND Every year on May 4th, people around the world celebrate International Firefighter's Day to honor the brave men and women who risk their lives to keep communities safe from fires and other emergencies.  Attachments International Firefighters' Day 2025  International Firefighters’ Day Sunday, May 4th, 2025 WHEREAS, Firefighters dedicate their lives to the protection of life and property; and sometimes that dedication is in the form of countless hours volunteers over many years, in others it is many selfless years working in the industry; in all cases it risks the ultimate sacrifice of a Firefighter’s life; and WHEREAS, International Firefighters’ Day is a time where the community can recognize and honor the sacrifices that firefighters make to ensure that their communities and environment are as safe as possible; it is also a day in which current and past Firefighters can be thanked for their contributions; and WHEREAS, International Firefighters’ Day is observed each year on the 4th of May where we remember the past Firefighters who have died while serving our community or dedicated their lives to protecting the safety of us all; and show our support and appreciation to Firefighters worldwide who continue to protect us so well throughout each year; and WHEREAS, hailing from all walks of life, they are our mothers, fathers, brothers, sisters, aunts, uncles, grandparents, neighbors, and friends. They protect us without wanting recognition or reward. In our time of need they are there with courage, compassion and loyalty. They are the essence of the true meaning of community. NOW, THEREFORE, I, Ralph Gutierrez, Mayor of Schertz do hereby proclaim Sunday, May 4th, 2025 as International Firefighters’ Day And call upon all citizens to observe this day, in recognition of the patriotic service and dedicated efforts of our fire and emergency services personnel. IN TESTIMONY WHEREOF, I have signed my name officially and caused the Seal of the City of Schertz to be affixed on this the 15th of April 2025. _______________________________ Ralph Gutierrez, Mayor Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:Animal Care and Control Appreciation Week April 13-19, 2025 (Mayor Pro-Tem Heyward) Attachments Animal Care and Control Week 2025  NATIONAL ANIMAL CARE AND CONTROL APPRECIATION WEEK April 13-19, 2025 WHEREAS, the National Animal Care and Control Association has designated the second full week in April as Animal Care and Control Appreciation Week; and WHEREAS, various federal, state, and local government officials throughout the country take this time to recognize, thank and commend all Animal Control Officers and Animal Services Staff for the dedicated service they provide to the citizens, public safety, and domestic animals and livestock across the nation; and WHEREAS, the City of Schertz recognizes and commends the Schertz Animal Services personnel who answer calls for assistance, capture roaming and potentially dangerous animals, rescue animals, investigate reports of animal abuse, educate pet owners about responsible care, and mediate disputes between neighbors regarding pets; and WHEREAS, in 2024, the City of Schertz Animal Services responded to 2,100 calls for service and handled 1,275 animals for intake; and WHEREAS, the City of Schertz has a staff that includes: 1-Animal Services Manager, 4-Animal Services Officers and 4-Kennel Technicians; and WHEREAS, in 2024, the Schertz Animal Services has developed partnerships with San Antonio Humane Society and other animal rescue organizations for the placement of scared or ill animals. WHEREAS, in 2024, the Schertz Animal Services department continues their vision to have a special unit where they can care for neonatal animals, both domestic and wild. They have an entire room in full service dedicated to the care of infant animals; and, WHEREAS, Animal Control Officers provide essential community functions including the enforcement of animal control laws, protecting the public from diseases such as rabies, and educating the public on the proper care of the community's pets; and NOW, THEREFORE be it resolved that I, Ralph Gutierrez, Mayor of the City of Schertz proclaim National Animal Care and Control Appreciation Week - April 13-29, 2025 I encourage all citizens to join me in thanking our City of Schertz Animal Services for the dedication and exceptional service they provide to all citizens and animals in our great community . IN TESTIMONY WHEREOF, I hereunto set my hand and caused the Seal of City of Schertz to be affixed on this the 1st day of April 2025. ________________________________ Ralph Gutierrez, Mayor Agenda No.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:Administrative Professionals Week April 21-25, 2025 (Councilmember Brown) Attachments Administrative Professionals Week 2025  NATIONAL ADMINISTRATIVE PROFESSIONALS’ WEEK April 20th - April 26th, 2025 NATIONAL ADMINISTRATIVE PROFESSIONALS’ DAY April 23rd, 2025 WHEREAS, National Secretaries Week was organized in 1955 by the U.S. Department of Commerce, renamed to Professional Secretaries Week and in the year 2000 became Administrative Professionals Week; and WHEREAS, Administrative Professionals Week 2024 focuses on honoring the Office Professionals who make offices work, reflecting the integral and significant role that office professionals play in modern business; and WHEREAS, Administrative Professionals play an essential role in coordinating the office operations of businesses, government, educational institutions, and other organizations; and WHEREAS, Administrative Professionals Week is observed annually, and in our nation, there are approximately 3.6 million Administrative Professionals who make important contributions at their workplace; and WHEREAS, the City of Schertz Administrative Professionals have a combined total of over 100 years’ experience; and WHEREAS, the work of administrative professionals today requires advanced knowledge and expertise in communications, computer software, office technology, project management, organization, customer service and other vital office management responsibilities, and most importantly, have the willingness to learn and accept new challenges; and WHEREAS, Administrative Professionals serve as information hubs, managing and cataloging information, organizing the office space, and mastering office technology; and WHEREAS, Administrative professionals are employed in public and private sectors, including business, government, and academic settings; and NOW THEREFORE be it resolved that I, Ralph Gutierrez, Mayor of the City of Schertz proclaim National Administrative Professionals Week-April 20th -April 26th, 2025 and National Administrative Professionals Day-April 23rd , 2025 in the City of Schertz, and I urge all citizens to thank the City of Schertz Administrative Professionals for providing beneficial services to our workplaces, our community and our economy. IN TESTIMONY WHEREOF, I have hereunto set my hand and caused the Seal of the City of Schertz to be affixed on this the 1st day of April 2025 ______________________________ Ralph Gutierrez, Mayor Agenda No. 1.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:Minutes - Approval of the minutes from the City Council Meeting on April 1, 2025 (S.Edmondson/S.Courney) Attachments Draft minutes 04-01-2025  D R A F T MINUTES REGULAR MEETING April 1, 2025 A Regular Meeting was held by the Schertz City Council of the City of Schertz, Texas, on April 1, 2025, at 6:00 p.m. in the Hal Baldwin Municipal Complex Council Chambers, 1400 Schertz Parkway, Building #4, Schertz, Texas. The following members present to-wit: Present: Mayor Ralph Gutierrez; Councilmember Mark Davis; Councilmember Michelle Watson; Councilmember Paul Macaluso; Councilmember Ben Guerrero; Councilmember Robert Westbrook; Councilmember Tim Brown Absent: Mayor Pro-Tem Allison Heyward Staff present: City Manager Steve Williams; Deputy City Manager Brian James; City Attorney Daniel Santee; Assistant City Manager Sarah Gonzalez; City Secretary Sheila Edmondson; Deputy City Secretary Sheree Courney          Call to Order Mayor Gutierrez called the meeting to order at 6:00 p.m.   Opening Prayer and Pledges of Allegiance to the Flags of the United States and State of Texas. (Mayor Gutierrez) Mayor Gutierrez provided the opening prayer and led the Pledges of Allegiance to the Flags of the United States and State of Texas.   Special Announcements Hal Baldwin Scholarship (R.Gutierrez) Mayor Gutierrez instructed students applying for the Hal Baldwin Scholarship to sign in or, if attending virtually, to contact Assistant City Manager Sarah Gonzalez for credit.   Proclamations   National Library Week - April 6-12, 2025 Councilmember Watson presented the National Library Week Proclamation to Library Director Melissa Uhlhorna, Library Advisory Board and the library staff.      National Child Abuse Awareness and Prevention Month - April 2025    1 National Child Abuse Awareness and Prevention Month - April 2025 Councilmember Macaluso presented the National Child Abuse Awareness and Prevention Month Proclamation to Christy Williams-Director of the Guadalupe County Children's Advocacy Center, Heather Davis-Crime Victim Liaison, Officer Daniel Trevino and staff from the organization Thriving Hearts.      Sexual Assault Awareness Month - April 2025 Councilmember Guerrero presented the National Sexual Assault Awareness Month-April 2025 Proclamation to Thriving Hearts Crisis Center CEO Mamijeh Huereca.      National Crime Victim's Rights Week - April 6-12, 2025 (Councilmember Brown) Councilmember Brown presented the National Crime Victim's Rights Week Proclamation to Crime Victims' Liaison Heather Davis, Chief Jim Lowery, Christy Williams-Director of GCCAC and CEO Manijeh Huereca of Thriving Hearts.      Employee Introductions Parks & Recreation: Recreation Manager Cassie Paddock introduced Athena Nolen the new Civic Center Manager Public Works: Leroy Moody-Drainage Worker I; Beau Schultz-Water/Wastewater Worker I; Jason Trial-Water/Wastewater Worker I Utility Billing: Utility Billing Manager Rodolfo Rosales introduced Frank Gomez-Meter Technician; Courtney Pettis-Utility Billing Specialist; Dana Russell-Utility Billing Specialist   City Events and Announcements Announcements of upcoming City Events (B. James/S. Gonzalez) ACM Biran James provided the following announcements: Friday-April 4th, 2025: YMCA Easter Extravaganza Saturday-April 5th, 2025: One Community Car Show at Santiko and Parks and Recreation-Farmer's Market Saturday-April 12th, 2025: Lion's Club Easter in the Park, Love Where You Live (LWYL) Spring Service Day, Parks Department Power Wheels Derby Tuesday-April 15th, 2025: Schertz City Council Meeting Announcements and recognitions by the City Manager (S. Williams) Congratulations to Richard Koontz-promoted to Sergeant-Schertz Police Department Thank you to the EMS Bus for going to Harligen, TX to assist with the flooding Announcements and recognitions by the Mayor (R. Gutierrez)   Hearing of Residents 2 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. Tom Armstrong -Republic Services,4542 SE Loop 410, San Antonio, TX- Mr. Armstrong spoke about the Solid Waste RFP. Republic Services has provided solid waste services for the City of Schertz for the last 8 years. He stated that the RFP scoring did not account for the partnership and the support Republic Services had provided to the city over the years, and he believed it was an important factor when reviewing the bids. Dana Eldridge, 2628 Gallant Fox Drive-Mr. Eldridge spoke about the proposed Solid Waste RFP. His concern was about the 96-gallon container that residents would be using under the new contract. He asked if any coordination was made with the HOA's about the 96-gallon containers and keeping the trash/recycling containers outside. Most HOA's have regulations about trash and recycling containers being seen from the road. Mr. Eldridge asked how long the temporary flag/signs would be allowed to be out at the Bob Mill's Furniture location. The flags have been out for over 2 months and are now wrapping around the building towards the Walmart /La Quinta Inn. Maggie Titterington, 1730 Schertz Parkway-Ms. Titterington thanked the Council for acknowledging the letter she sent to them about the sign ordinances. She asked if the Council would reconsider the option they took for temporary signs before the ordinance is written. Ms. Titterington is asking the Council to consider Option # 2, which was presented at the March 18, 2025, Council Meeting. Option #2: Prohibiting all balloon signs, which will result in businesses being contacted to remove any balloon / inflatable signs they may have on their property. Requiring businesses that have feather flags on their property to obtain a sign permit with the stipulation that feather flags are only allowed for 14 days per calendar year. Every business that has a feather flag on their property will be required to obtain a temporary sign permit. Any feather flag that does not obtain a permit or after receiving a permit that is left on site for more than14 days, the business / property owner will be notified that the feather flag is in violation and would need to be removed. Ms Titterington acknowledged that Frontier Services were being considered for the solid waste contract. She is looking forward to the possibility of a 96-gallon garbage/recycling bin.   Consent Agenda Items 3 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 - Approval of the minutes from the City Council Meeting on March 18, 2025 (S.Edmondson/S.Courney)      2.Resolution 25-R-030 - Authorizing expenditures with Reliable Chevrolet and Grande Cavender Ford for the purchase of vehicles as part of the 2024-2025 Vehicle/Equipment Replacement/Acquisition Program (B.James/D.Hardin/C.Hernandez)      3.Resolution 25-R-036 - Authorizing expenditures with Esri for GIS mapping software renewal (B.James/J.Bluebird/T.McFalls)      4.Resolution 25-R-037 - Authorizing a Multiple-Use Agreement with TxDOT for Installation of Automated License Plate Recognition (ALPR) cameras (S.Williams/J.Lowery/S.LaCour)      5.Resolution 25-R-039 - Authorizing an agreement for custodial cleaning services with Vanguard Cleaning Systems (B.James/D.Hardin/C.Lonsberry)      6.Resolution 25-R-041 – Authorizing a One-Year Agreement for Management Services with CVLGC (B.James/L.Busch)      7.Resolution 25-R-043 - Amending Resolution 25-R-035 authorizing a task order amendment with Halff Associates, Inc. for the Lookout Road Reconstruction Project (B.James/K.Woodlee/J.Nowak)      8.Resolution 25-R-044 - Authorizing a reimbursement agreement with the developer of the Heritage Oaks residential subdivision for the construction of a portion of Wiederstein Road (S.Williams/B.James)      9.Resolution 25-R-040 - Authorizing a service agreement for Utility Billing printing and mailing services with Matrix Imaging Solutions, LLC (S.Gonzalez/J.Walters/R.Rosales)       Moved by Councilmember Michelle Watson, seconded by Councilmember Tim Brown  AYE: Councilmember Mark Davis, Councilmember Michelle Watson, Councilmember Paul Macaluso, Councilmember Ben Guerrero, Councilmember Robert Westbrook, Councilmember Tim Brown 4 Passed   Public Hearings   10.Ordinance 25-S-012 – Conduct a public hearing and consider amendments to Part III of the Schertz Code of Ordinances, Unified Development Code (UDC), to Article 5, Section 21.5.4. - Zoning Change. (B.James/L.Wood/S.Haas) Sam Haas, Senior Planner, presented the proposed UDC Amendments to Article 5-Zoning Districts, Section 21.5.4-Zoning Change; Subsection E.4-Protest to align with the recent Charter Amendment that was approved by Schertz voters on November 5, 2025-Special Election. The changes include: Ordinances now require only one hearing-the previous Charter required two hearings. This change requires some edits to this particular section of the UDC where two meetings are still referenced. In UDC Section 21.5.4.E. details the process for counting protest votes and in 21.5.4.E.4 there is language referencing two meetings that needs to be removed and revised. The proposed changes with the deadline applies to the receipt and calculation of written protest: Written protest must be received before noon (12pm) on the Friday before the consideration of the proposed zoning change ordinance by the City Council, in order to be included in the calculation of written protest described by section 21.5.4.E.1. In the event a federal, state, or local holiday prevents staff from receiving votes on the Friday before the City Council reading, the deadline will be extended to noon (12pm) on the next business day. Public Hearing opened at 6:49 p.m. No residents came forward to speak. Public Hearing closed at 6:49 p.m. Mayor Gutierrez opened the floor to Council for discussion. Councilmember Brown made a motion to approve Ordinance 25-S-012.       Moved by Councilmember Tim Brown, seconded by Councilmember Michelle Watson  AYE: Councilmember Mark Davis, Councilmember Michelle Watson, Councilmember Paul Macaluso, Councilmember Ben Guerrero, Councilmember Robert Westbrook, Councilmember Tim Brown Passed   11.Ordinance 25-F-014 - Conduct a public hearing and consider approving a franchise agreement with Frontier Waste Solutions for the collection, hauling and disposal of municipal solid waste and recyclable materials in the City of Schertz, Texas (S.Williams/S.Gonzalez) Mayor Gutierrez recognized Assistant City Manager Sarah Gonlalez, who explained    5 that the current solid waste/recycling agreement with Republic Services will expire on June 30, 2025. Currently, 65% of the residential accounts receive twice-a-week garbage pickup, while the remaining 35% is served with once-a-week pickup. Schertz has this twice-a-week service for a portion of the community, due to its legacy contract. The twice-a-week accounts either set bags on the curb or provide their own small trash container (max 32-gallon). The once-a-week accounts are provided with a 96-gallon poly cart. All addresses receive once-a-week recycling pickup, and most accounts are provided with small container bins (18-gallon). Additionally, each account can receive 12 bulk/brush pickups a year that can be scheduled online through the customer portal. Fall and Spring Clean-Up events are provided twice a year for residents and household hazardous waste items can be dropped off during the last weekend of the clean-up events. The City released an RFP for solid waste services on February 5, 2025. A mandatory pre-proposal conference was held on February 11, 2025, and representatives from eight waste management contractors attended. Schertz received 4 sealed bids that were reviewed and evaluated. Interviews were held with Frontier Waste Solutions and Republic Services on March 24, 2025, to give the evaluation committee an opportunity to ask questions or seek clarification prior to making a final recommendation. Current Monthly Cost-Residential Both Once-a-Week and Twice-a-Week Garbage: $12.41 Recycling: $2.05 Total Cost: $14.46 • No rate increase in 7 years Current Services Provided - Commercial • All Accounts Option to Receive: • Roll-offs • Dumpsters • Front-End Loaders • Recycle (non-exclusive) • Costs are dependent based on need - size, pick-up frequency, etc. The two options that were recommended: Option 1: Garbage One-time Per Week: $12.73 Recycling Every Other Week: $ 4.37 Bulk/Brush Every Other Week: $ 1.00 Total Monthly Cost: $18.10 Current Monthly Cost: $14.46 • This option results in a $43.68 annual increase or 25% cost increase • Option to add Household Hazardous Waste direct pick-up: additional $1.10/month Option 2: 6 Flat Rate: $22.00 Includes: Garbage One-time Per Week Recycling One-time Per Week Bulk/Brush Every Other Week Current Monthly Cost: $14.46 • This option results in a $90.48 annual increase or 52% cost increase • Option to add Household Hazardous Waste direct pick-up: additional $1.10/month Commercial and Roll-Off Collection. No significant changes to service options • Rates to be submitted based on size of container and frequency of collection (same as current contract) • Facility services for City to continue, free of charge • New containers will be required Items of Note - Commercial • All commercial accounts will receive new carts, containers, etc. • Costs are dependent on business needs • Vendor will meet with each commercial account to assess their usage and needs. Staff recommends Option #1 and add Household Hazardous Waste direct pick-up: additional $1.10/month Mayor Gutierrez explained this item was on the agenda as a public hearing. Public Hearing opened at 7:14 p.m. Michele Tereletsky,705 Marilyn Drive-Ms. Tereletsky had concerns about the quantity of garbage with receiving a 96-gallon and a 96-gallon recycling cart. She understands there has to be a change and the rates increase, but has some concerns about the service. Mr. Tereletsky also asked about the holiday schedule and changes. Dana Eldridge, 2628 Gallant Drive-Mr. Eldridge currently has twice-a-week service and said it would not be a problem to receive only once-a-week service. He had questions about the bulk/brush pick up especially when he has several bags of leaves he rakes. Maggie Titterington, 1730 Schertz Parkway-Ms. Titterington is glad that she will possibly receive a 96-gallon recycling cart. She has not had any issues with the 96-gallon size when she needs to move the carts down the street. Public Hearing closed at 7:24 p.m. The Mayor opened the floor to Council for discussion. Councilmember Brown asked if the vendor will provide additional information about the services provided. Councilmember Westbrook had questions about recycling every week or every other week. He asked historically how much recycling residents use with the 18-gallon bin vs a new 96-gallon bin and recycling service other every week. 7 Councilmember Guerrero asked how the new information will be sent to the residents. ACM Gonzalez explained they will use every type of communication available: Schertz Magazine, website, emails. etc. Councilmember Davis asked about the Spring/Fall Cleanup. Under a new agreement, the Spring/Fall Cleanup will be eliminated, and he feels the public is unaware of that. There has been a lack of communication and it has been problematic. He has concerns about recycling going every other week and the brush/bulk going to every other week. City Manager Williams addressed some of the questions that were brought up by the residents, which included an inflationary increase, brush/bulk every other week and the automated service with collecting the carts. Mayor asked for a motion to approve Ordinance 25-F-014 with Option #1 including option to add Household Hazardous Waste direct pick-up: additional $1.10/month    Moved by Councilmember Tim Brown, seconded by Councilmember Robert Westbrook  AYE: Councilmember Michelle Watson, Councilmember Paul Macaluso, Councilmember Ben Guerrero, Councilmember Robert Westbrook, Councilmember Tim Brown NAY: Councilmember Mark Davis Passed   12.Ordinance 25-M-018 - Conduct a public hearing and consider authorizing an amendment to the City of Schertz Schedule of Fees for Public Works-Streets and Garbage Collection Fees for Fiscal Year 2024-2025. (S.Gonzalez/J.Walters) Mayor Gutierrez recognized Finance Director James Walters, who explained what the new fees would look likd on the new fee schedule. The option to add Household Hazardous Waste direct pick-up: additional $1.10/month is not on the presentation, but will be added to the official paperwork. Mayor Gutierrez explained this item was on the agenda as a public hearing. Public Hearing opened at 7:58 p.m. No residents came forward to speak. Public Hearing closed at 7:59 p.m. Mayor Gutierrez opened the floor for discussion to Council. No one spoke, so the Mayor made a motion to approve Ordinance 25-M-018 with the option to add Household Hazardous Waste direct pick-up: additional $1.10/month. Moved by Mayor Gutierrez, seconded by Councilmember Michelle Watson AYE: Councilmember Watson, Councilmember Macaluso Councilmember Guerrero,    8 Councilmember Westbrook, Councilmember Brown AGAINST: Councilmember Davis Other: Mayor Pro-Tem Allison Heyward (ABSENT) Passed   13.Ordinance 25-H-015: Conduct a public hearing and consider amendments to the Schertz Code of Ordinances, Chapter 34 – Health, Article III Solid Waste and Chapter 54 – Nuisances, Article V Section 54-22 Exterior property areas; nuisance upon premises and Section 54-28 Rubbish and garbage. (S.Gonzalez/S.Haas) Mayor Gutierrez recognized Senior Planner Sam Haas who explained that the City is in the process of adopting a new franchise contract for solid waste/recycling disposal, Staff has taken this opportunity to proactively propose amendments to the Solid Waste Ordinance in Chapter 34, Article III of the Schertz Code of Ordinances. These proposals have also created the need for amendments in the Nuisance Ordinance Chapter 54 Article V; Section 54-22 and Section 54-28. Changes included Section 34-50. Dumping; Section 34-51. Residential collection regulations; Section 34-52 Commercial collection regulations; Section 34-53 Permit for private haulers of recycleable materials; Section 34-54 Offense; Section 54.22 Exterior property areas; nuisance upon premises. Mayor Gutierrez explained this item was on the agenda as a public hearing. Public Hearing opened at 7:08 p.m. Ms. Kyllysta Dawkins thanked the Council for considering the proposed solid waste collection to include a 96-gallon cart. Public Hearing closed at 7:09 p.m. Mayor Gutierrez opened the floor to the Council for discussion. Councilmember Brown made a motion to approve Ordinace 25-H-015.       Moved by Councilmember Tim Brown, seconded by Councilmember Paul Macaluso  AYE: Councilmember Mark Davis, Councilmember Michelle Watson, Councilmember Paul Macaluso, Councilmember Ben Guerrero, Councilmember Robert Westbrook, Councilmember Tim Brown Passed    AYE: Councilmember Mark Davis, Councilmember Michelle Watson, Councilmember Paul Macaluso, Councilmember Ben Guerrero, Councilmember Robert Westbrook, Councilmember Tim Brown Passed   14.Ordinance 25-F-017 - Conduct a Public Hearing to Adopt Updated Land Use    9 14.Ordinance 25-F-017 - Conduct a Public Hearing to Adopt Updated Land Use Assumptions, Water and Wastewater Capital Improvement Plans, and Impact Fees and Amending Schertz Code of Ordinances, Chapter 90 Utilities Article V Water and Wastewater Capital Recovery Fees, and the City Fee Schedule related to the City's Capital Recovery Impact Fees (B.James/K.Woodlee) Mayor Gutierrez recognized Engineering Director Kathy Woodlee who presented a PowerPoint explaining the need for the city to update capital recovery fees, or impact fees, in order to appropriately fund construction of new facilities and expand existing facilities to serve future development. The impact fee program facilitates the funding participation of new development at a fair rate based on the demand placed on the City's water transmission and distribution and wastewater collection and conveyance systems by the development. The purpose of the impact fee is to provide a funding mechanism for the implementation of the water and wastewater capital improvements over a planning period. Ms. Woodlee explained that the service maps had updated corrections and will be included in the ordinance. Summary: Staff recommends Council adoption of Ordinance 25-F-017 adopting the LUAs and CIPs as presented, and amending Code of Ordinances Chapter 90 Article V Water and Wastewater Capital Recovery Fees, including the schedule of fees to be charged and Option C for the phase in and includes the revised service maps. Moved by Mayor Gutierrez, seconded by Councilmember Davis AYE: Councilmember Davis, Councilmember Watson, Councilmember Macaluso, Councilmember Guerrero, Councilmember Westbrook, Councilmember Brown Other: Mayor Pro-Tem Allison Heyward (ABSENT) Passed      Discussion and Action Items   15.Resolution 25-R-021 - Authorizing the approval of a Development Agreement with BFR LLC for the approximately 30-acre tract at FM 1518 and Woman Hollering Road (S.Williams/B.James) Resolution 25-R-021 was tabled for the next meeting.      16.Resolution 25-R-005 - Approving a Utility Service Extension Request for the Woman Hollering Townhomes (B.James/K.Woodlee) Resolution 25-R-005 was tabled for the next meeting.      Information available in City Council Packets - NO DISCUSSION TO OCCUR   17.Monthly Update - Major Projects in Progress/CIP (B.James/K.Woodlee)     Requests and Announcements 10 Requests and Announcements City and Community Events attended and to be attended (Council) Councilmember Westbrook attended the David Peveto Golf Tournament, by the Education Foundation. Councilmember Brown attended the Pre-Budget Retreat   Adjournment Mayor Gutierrez adjourned the meeting at 8:29 p.m.   _______________________________ Ralph Gutierrez, Mayor ATTEST: ____________________________________ Sheila Edmondson, City Secretary 11 Agenda No. 2.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Engineering Subject:Resolution 25-R-024 - Authorizing a Standard Utility Agreement with the State of Texas for the relocation of utilities 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 IH 35 NEX project, the City of Schertz must relocate existing water and sewer mains.  In order to accomplish these relocations, the City needs to enter into a Standard Utility Agreement with the State of Texas. The agreement provides for the reimbursement to the City for the relocations. The agreement includes the joint bid of water relocations including the relocation of approximately 23,000 linear feet of 12-inch water lines (including 2 crossings).  Sewer relocations will be by non-joint bid.  This will consist of the relocation of roughly 3,500 linear feet of 8-inch though 16-inch sewer mains (both gravity and pressure).  The non-joint bid portion of the project also requires newly acquired easements adjacent to the interstate. The utility relocations and easements are also fully reimbursable since this is an interstate project.  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.    *Joint Bid - Water Construction $7,039,136.50 **Non-Joint Bid - Sewer Construction $2,095,110.05 **Professional Services $1,514,630.44 **Property Acquisition $110,630.00 TOTAL $10,759,506.99 *    Amount payable in TXDOT Contract (Joint Bid)     ** Utility Cost (to be reimbursed) Halff Associates, Inc has been hired to perform the design and easement acquisition services for the project.  This was approved by Resolution 23-R-106. GOAL The goal of Resolution 25-R-024 is to authorize a SUA with the State of Texas for the relocation of utilities due to TXDOT’s IH 35 NEX project. COMMUNITY BENEFIT The relocation of utilities will allow for the continuation of water and sewer service to residents and The relocation of utilities will allow for the continuation of water and sewer service to residents and businesses along the IH 35 corridor. SUMMARY OF RECOMMENDED ACTION Staff recommends that City Council approve Resolution 25-R-024, authorizing a SUA with the State of Texas for the relocation of utilities along IH 35. FISCAL IMPACT Initial funding for the design work has been allocated from the City’s Water and Sewer Construction Reserves as outlined in Resolution 23-R-106.  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 $10.8 million.  Approximately $7 million will be included as part of the joint bid construction contract.  $3.8 million will be the non-joint bid construction costs, professional services and easement acquisition.  This will be initially funded by the City and reimbursable from the State of Texas due to this being an interstate highway. RECOMMENDATION Approve Resolution 25-R-024 Attachments Resolution 25-R-024 with attachments  RESOLUTION NO. 25-R-024 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS, AUTHORIZING A STANDARD UTILITY AGREEMENT WITH THE STATE OF TEXAS FOR THE RELOCATION OF UTILITIES FOR THE IH 35 NEX PROJECT WHEREAS, the Texas Department of Transportation (TxDOT) is undertaking the IH 35 NEX Project and has acquired additional right of way for the widening of the highway; and WHEREAS, water and sewer mains of the City of Schertz, Texas, (City) are 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 utilities; 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 IH 35 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 _____ day of ____________, 2025. CITY OF SCHERTZ, TEXAS ________________________________ Ralph Gutierrez, Mayor ATTEST: _______________________________ Sheila Edmondson, City Secretary EXHIBIT A STANDARD UTILITY AGREEMENT WITH TxDOT To:Kyle Madsen, JD, CTCM Director, Right of Way Division Through:Charles C. Benazvidez, P.E. District Engineer, San Antonio - 15 District Initial: From:Richard De La Cruz, P.E. Director of TP&D, San Antonio - 15 District Initial: Subject: Utility ID #:U00020217 ROWIS U#: RCSJ: 0016-06-114 & 0016-05-116 County: CCSJ: 0016-06-115 & 0016-05-111 HWY: From:To: The location of the Utility is in conflict with the Highway Construction Project as follows: The utility will complete the following to clear the conflict: The following will be used by the utility: (all that apply) 3/9/2025 Connecting You with Texas Standard Utility Agreement, City of Schertz FM 3009 - Guadalupe/Comal CL Guadalupe/Comal CL -FM 1103 IH 35 Guadalupe & Comal N/A Internal Labor Consultant Engineering (rates supplied) ROW-U-48 A Open Solicitation of bids ROW-U-48 E Joint Bid with TxDOT Our District has executed a Standard Utility Agreement with the subject Utility for the above- referenced project and is now being submitted for file. This agreement provides funding for the utility to adjust their facilities in correlation with the included Agreement Assembly that contains the Standard Utility Agreement (ROW-U-35), attachments ‘A’ through ‘H’, and attached checklist. The Utility is aware that they will need to submit specific documents, prior to or at billng, as designated on the attached checklist. An Equal Opportunity Employer This Standard Utility Agreement has been reviewed and approved by San Antonio - 15 Districts Utility Coordinator, TP&D Director, and District Engineer. Should you have any questions please contact: A courtesy review was performed by: Paul Fierro Raul San Miguel Utility Coordinator 210-615-5947 Raul.SanMiguel@txdot.gov The ROW is being widened and the northbound and southbound frontage roads are shifting out causing conflicts with the City's water and wastewater lines. Joint-bid water relocations: remove/aband 23,110 LF of 12" waterline, replace with 22,754 LF of 12" waterline (includes 2 crossings). Non-joint-bid wastewater relocations: remove/abandon a total of 3,427 LF of 8", 10", 14", & 16" wastewater MEMO Your Name:Raul San Miguel Description of Work: Your Title:Utility Coordinator Your Phone:210-615-5947 Your Email: Raul.SanMiguel@txdot.gov YES Supervisors Name:Richard De La Cruz, P.E.YES Supervisors Title:Director of TP&D N/A Supervisors Phone:210-615-6434 YES Supervisors Email:Richard.DeLaCruz@txdot.gov YES District Engineer:Charles C. Benazvidez, P.E.YES Title:District Engineer YES District Engineer's Phone:210-615-5825 YES District Engineer's Email:Charles.Benavidez@txdot.gov ATTACHMENT A - Plans and Estimate District:San Antonio - 15 PLANS: Utility Name: City of Schertz YES ROWIS U#: N/A YES Utility ID#: U00020217 YES Date Received (District):3/10/2025 YES Accounting Method (SUA B):Actual Costs YES Reimbursement Justification:YES Assembled By:TxDOT Utility Coordinator YES County:Guadalupe & Comal YES RCSJ:0016-06-114 & 0016-05-116 ESTIMATE: CSJ:0016-06-115 & 0016-05-111 YES Highway:IH 35 YES Limits From:FM 3009 - Guadalupe/Comal CL YES Limits To:Guadalupe/Comal CL -FM 1103 NO TxC ROW Project ID:R00002568 & R00002567 YES HWY Construction Let Date:9/1/2027 N/A TxDOT Project Stationing Start:3837+30 If yes, is ratio calculated and applied properly?N/A TxDOT Project Stationing End:4175+39 N/A Utility Adjustment Starting Station:3934+07 If yes, is credit calculated and applied properly?N/A Utility Adjustment Ending Station:4159+42 N/A If yes, is credit calculated and applied properly?N/A Process:FUP- Interstate Highway YES YES NO Attachment “B” - Utility's Accounting Method YES Attachment “C” - Utility's Schedule of Work and Estimated Date of Completion Environmental Clearance Date:7/2/2015 YES Agreement Execution Date:YES Attachment “D” - Statement covering Contract Work - Is the ROW-U-48 included?YES Emergency Work Authorization Date:NA Attachment “E” - Utility Joint Use Agreement Dates of Work: Start Date:05/01/25 N/A End Date:03/31/29 2029 NO Estimated Duration (Calendar Days):1430 Attachment “F” - Eligibility Ratio - correctly calculated and recommended?YES TOTAL ADJUSTMENT COSTS:$10,759,506.99 Attachment “G” - Betterment Calculation and Estimates Betterment %:0.00%N/A Salvage Credit:$0.00 N/A Depreciation:$0.00 Attachment “H” - Proof of Property Interest - ROW-U-Affidavit Eligibility Ratio:100.00%YES SP2125 Participation:$0.00 N/A Amount Due from Utility via AFA:$0.00 N/A Amount in TxDOT Contract:$7,039,136.50 Existing Easement Compensation at 100%:$0.00 Box.com Amount Payable to Utility:$3,720,370.49 1400 Schertz Parkway Utility Primary Contact Information:Schertz, TX 78154 TIN# / Mail Code: 74-1469344 Utility Primary Contact: Email:Prepared By: Raul SanMiguel 3/9/2025 Phone:Signature: *Modified forms will require ROW Attorney's approval.version 3.0 eschulze@schertz.com 210-619-1840 Have overheads and loadings been explained and checked for reasonableness? Are all units and rates multiplied correctly to obtain a sum? Are all subtotals and totals correct? Has the utility consultant engineering contract been reviewed and approved by the District? Is an acceptable accounting method (Actual cost or Lump Sum) indicated? Is Joint Use Agreement Included? (plans showing area of Joint Use required) Permit - UIR Approval page ( E ) Bid Tabulations (D, ROW-U-48, A or B) Quit Claim Buy America Compliance Documentation TINS record Engineering Rate Sheet or Confirmation (A, Estimate, External Engineering) Has the schedule of work been provided by the utility? Is the start date of the accomodation included? (physical adjustment or relocation) Remittance Address: Is the Permit included? Are betterment and in-kind estimates included? Is the betterment ratio applied properly? Has proof of property or compensable interest ownership by utility been established? Have corporate succession documentation been provided? (chain of ownership) Is a quit claim required? This SUA will be submitted to ROW Division in a single PDF file via: Documents Included in this package:Documents that will be supplied at or prior to billing: Eric Schulze Does TxDOTCONNECT TIN match CPA screenshot TIN? Are all applicable forms submitted complete, up-to-date, and unmodified?* Are explanations or clarifications included where necessary for complete understanding? Utility Coordinator's Agreement Checklist Project / Agreement Information Is Signature authority included for representative signing forms if other than officer level? ROW-U-40 Is the CPA screenshot included? (Include immediately after checklist) Checklist ROW is being widened and frontage roads are shifting causing conflicts with water & ww lines. Waterline: remove/aband 23,110 LF of 12" waterline, replace with 22,754 LF of 12" waterline (includes 2 crossings) Wastewater: remove/abandon a GENERAL: Has the TxDOTCONNECT utility page, including utility status, been updated? Does TxDOTCONNECT mail code match CPA screenshot mail code? Does TxDOTCONNECT address match CPA screenshot, and the invoice remittance address? Is the project or vicinity plat provided where needed to understand scope of proposed work? Is the adjustment within Project limits or DIRECTLY related to work required within Project limits? Are specifications for both existing and proposed facility sufficient to verify betterment or in-kind? District Comments: Are the existing and proposed ROW lines, and the existing and proposed utility easements shown? Is the existing facility including nature of conflicts and eligibility lengths or pole count per page shown? Is the proposed installation demonstrating TAC compliance, distance from ROW, and depth or clearance shown? Are profile view or cross-sections of crossings to show casing, depth or clearance provided? Do the plans indicate TxDOT project stationing and offsets from centerline? Interstate Is the estimate properly and adequately itemized and detailed? Have materials subject to Buy America compliance have been identified on the estimate?(*) Is the estimate free of all ineligible costs? (Utility Manual, Ch 7, Sec 2) Have replacement easement costs been verified and approved as appropriate? (ROW Manager approval) Have the estimate quantities been compared and reconciled to plans and statement of work in agreement? Is a Betterment ratio applicable? (if so, see Attachment “G”) Is a Depreciation credit applicable? Is a Salvage credit applicable? Form ROW-U-35 (Rev. 03/24) Page 1 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Standard Utility Agreement U Number: NA Utility ID: U00020217 District: San Antonio County: Guadalupe & Comal ROW Project ID (TxC): R00002567 & R00002568 Highway: IH 35 ROW CSJ: 0016-05-116 & 0016-06-114 From: FM 3009 - Guadalupe/Comal CL Construction CSJ: 0016-05-111 & 0016-06-115 Highway Project Letting Date: 09/01/2027 To: Guadalupe/Comal CL - 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: The ROW is being widened and frontage roads are shifting causing conflicts with the existing water & wastewater lines. Waterline: remove/aband 23,110 LF of 12" waterline and install 22,754 LF of 12" waterline (includes 2-12" crossings). Wastewater: remove/abandon a total of 3,427 LF of 4", 8", 10", 14", & 16" wastewater lines, and install a total of 3,312 LF 6", 8", 10", 14", & 16" wastewater lines (including 2 - 8" and 1-16" crossings) ; 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. 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. Form ROW-U-35 (Rev. 03/24) Page 2 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility 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, if the approved accounting method is a lump sum, the State agrees to pay the Utility an agreed lump sum of $NA 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 Form ROW-U-35 (Rev. 03/24) Page 3 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility 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: 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. 03/24) 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), San Antonio 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 Print or Type Name Title: City Manager Date: By: District Engineer (or designee) Date: Form ROW-U-35 (Rev. 03/24) Page 5 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “A” Plans, Specifications, and Estimated Costs All material items within the cost estimate that must meet Buy America or Steel and Iron Preference Provision requirements must be indicated with an asterisk (*). Currently, this project does not plan to use iron and steel subject to Buy America requirements. 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 for iron and steel 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 City of Schertz RCSJ: IH 35 North NEX Utility ID#: Line Item / Item Description Bid Code Unit Quantity $/Unit Total Prices below include installation:-$ TRENCH EXCAVATION SAFETY PROTECTION LF 22093 $14.00 309,302.00$ * 24" SPLIT STEEL CASING LF 117 $325.00 38,025.00$ 4" PVC SDR-21 WATERLINE LF 63 $60.00 3,780.00$ 12" PVC C-900 DR-14 WATERLINE LF 20968 $140.00 2,935,520.00$ 12" PVC C-900 DR-14 WATERLINE (CARRIER PIPE)LF 1786 $160.00 285,760.00$ SERVICE RELAY (SHORT 2")(TY "K" COPPER)EA 29 $1,710.00 49,590.00$ * 12" GATE VALVES EA 58 $6,240.00 361,920.00$ FIRE HYDRANT ASSEMBLY EA 67 $9,020.00 604,340.00$ * GREY IRON AND DUCTILE-IRON FITTINGS (PER TON)EA 7.99 $2,200.00 17,578.00$ TIE-IN (COMP)(4")EA 2 $4,790.00 9,580.00$ TIE-IN (COMP)(12")EA 25 $8,120.00 203,000.00$ JACKING, BORING OR TUNNELING PIPE LF 660 $600.00 396,000.00$ * 24" STEEL CASING (WATER)LF 1786 $275.00 491,150.00$ REMOVE EXISTING WATERLINES LF 23110 $13.00 300,430.00$ PAVEMENT REPAIR (SQUARE YARDS)EA 1740 $226.00 393,240.00$ MOBILIZATION EA 1 $639,921.50 639,921.50$ X Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ SUBTOTAL 7,039,136.50$ Line Item / Item Description Unit Quantity $/Unit Total -$ Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ OVERHEAD (%)Enter % if applicable 0.00%-$ SUBTOTAL -$ Line Item / Item Description Unit Quantity $/Unit Total Prices below include installation:-$ SANITARY SEWER INTERNAL DROP MANHOLE (5' DIA.)EA 1 $30,000.00 30,000.00$ SANITARY SEWER MANHOLE (5' DIA.)EA 8 $8,500.00 68,000.00$ REMOVE SANITARY FORCE MAIN (4")LF 460 $24.00 11,040.00$ REMOVE SANITARY SEWER MAIN (8")LF 194 $25.00 4,850.00$ REMOVE SANITARY SEWER MAIN (10")LF 1050 $26.00 27,300.00$ REMOVE SANITARY FORCE MAIN (14")LF 600 $28.00 16,800.00$ REMOVE SANITARY SEWER MANHOLE EA 10 $1,060.00 10,600.00$ ABANDON SANITARY SEWER MAIN (8")LF 745 $125.00 93,125.00$ ABANDON SANITARY SEWER MAIN (16")LF 378 $150.00 56,700.00$ TRENCH EXCAVATION SAFETY PROTECTION LF 2389 $12.00 28,668.00$ 8" CARRIER PIPE (PVC) LF 602 $230.00 138,460.00$ * 24" STEEL CASING (SEWER)LF 622 $280.00 174,160.00$ * 30" STEEL CASING (SEWER)LF 328 $281.00 92,168.00$ JACKING, BORING OR TUNNELING PIPE LF 905 $600.00 543,000.00$ 8" PVC SANITARY SEWER LINE LF 515 $127.00 65,405.00$ 10" PVC SANITARY SEWER LINE LF 1163 $135.00 157,005.00$ 12" PVC SANITARY SEWER LINE LF 15 $150.00 2,250.00$ * 1" AIR RELEASE AND VACUUM RELIEF VALVE EA 2 $15,000.00 30,000.00$ SEWER MAIN TELEV INSPECTION (POST-CONST)LF 2295 $5.50 12,622.50$ Utility Adjustment for TxDOT Project UNUMBER: The cost estimate items must be sufficiently detailed to provide TxDOT with a reasonable basis for analysis. Items should include appropriate units and unit price for each (See Utility Manual, Chapter 6 Section 2). Applies to All "EA" or "LS" items Internally Supplied Materials - documented with Certified Ledger at Payment Externally Acquired Materials - documented with Invoices and/or Checks Materials to be purchased by TxDOT - JOINT BID 0016-06-114 & 0016-05-116 U00020217 TXDOT STANDARD SUA ESTIMATE 14" CARRIER PIPE (HDPE) FORCE MAIN LF 20 $350.00 7,000.00$ 16" CARRIER PIPE (HDPE) FORCE MAIN LF 328 $361.00 118,408.00$ 14" HDPE SANITARY SEWER FORCE MAIN LF 602 $120.00 72,240.00$ 16" HDPE SANITARY SEWER FORCE MAIN LF 94 $126.00 11,844.00$ SANITARY SEWER SERVICE STUB EA 1 $1,200.00 1,200.00$ SANITARY SEWER RECONNECTIONS EA 5 $3,000.00 15,000.00$ CAST-IN-PLACE SANITARY SEWER MANHOLE (5' DIA.)EA 5 $10,200.00 51,000.00$ EXTRA DEPTH MANHOLES (> 6') (5' DIA.) (VERTICAL FEET) LF 27 $1,000.00 27,000.00$ * SEWER LINE SPLIT STEEL CASINGS EA 47 $400.00 18,800.00$ LIFT STATION ABANDONMENT EA 1 $20,000.00 20,000.00$ MOBILIZATION EA 1 $190,464.55 190,464.55$ Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ SUBTOTAL 2,095,110.05$ MATERIALS SUBTOTAL * X Sum of De Minimus Items $0.00 Line Item / Item Description Bid Code Unit Quantity $/Unit Total -$ Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ SUBTOTAL -$ Line Item / Item Description Unit Quantity $/Unit Total Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ OVERHEAD (%)Enter % if applicable 0.00%-$ SUBTOTAL -$ Line Item / Item Description Unit Quantity $/Unit Total -$ Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ SUBTOTAL -$ LABOR SUBTOTAL Line Item / Item Description Unit Quantity $/Unit Total -$ Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ SUBTOTAL -$ Line Item / Item Description Unit Quantity $/Unit Total ENGINEER HR 42 $41.32 1,735.44$ SENIOR ENGINEER HR 296 $73.56 21,773.76$ CITY ENGINEER HR 60 $106.00 6,360.00$ Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ SUBTOTAL 29,869.20$ -$ Select this row and Insert to add rows. Drag to fill formulas from top cell.-$ SUBTOTAL -$ WATER/WASTEWATER SUPERVISOR HR 132 $56.09 7,403.88$ 9,134,246.55$ Indicated items are being tracked for BUY AMERICA COMPLIANCE and will be documented using Form 1818 and all supporting documentation prior to installation. Indicated items are IRON or STEEL, but will not be tracked for BUY AMERICA COMPLIANCE due to falling under the DE MINIMUS of $2,500, or .1% of the project total cost, whichever is greater. Internal Labor Costs - documented with Certified Ledger at payment. External Labor Costs - documented with Invoices and / or checks -$ Internal Engineering - Costs Documented with Certified Ledger at payment. TxDOT contractor labor - JOINT BID Engineering Procured by TxDOT - 100% eligibiity required Internal Survey / Landman Internal Inspection WATER/WASTEWATER CREW LEADER 1 HR 132 $57.36 7,571.52$ WATER/WASTEWATER CREW LEADER 2 HR 132 $45.49 6,004.68$ Select this row and Insert to add rows. Drag to fill formulas from top cell. -$ SUBTOTAL 20,980.08$ ADMIN ASSISTANT HR 142 $37.48 5,322.16$ Select this row and Insert to add rows. Drag to fill formulas from top cell. -$ SUBTOTAL 5,322.16$ OVERHEAD (%) Enter % if applicable 0.00% -$ SUBTOTAL 56,171.44$ Line Item / Item Description Unit Quantity $/Unit Total SR PROJECT MANAGER HR 255 $297.00 75,735.00$ PROJECT MANAGER/SR ENGINEER HR 983 $223.00 219,209.00$ MID PROJECT ENGINEER HR 1504 $177.00 266,208.00$ ENGINEER EIT HR 2540 $129.00 327,660.00$ SURVEY TECHNICIAN HR 40 $128.00 5,120.00$ ADMIN ASSISTANT HR 28 $80.00 2,240.00$ SR RPLS MANAGER HR 40 $252.00 10,080.00$ APPRAISAL SERVICES PER PARCEL EA 6 $3,000.00 18,000.00$ APPRAISAL REVIEW SERVICES PER PARCEL EA 6 $1,600.00 9,600.00$ ACQUISITION SERVICES PER PARCEL EA 6 $11,000.00 66,000.00$ PREPARE METES/BOUNDS PER PARCEL EA 6 $5,000.00 30,000.00$ SURVEY TO STAKE PROP EASEMENTS PER PARCEL EA 6 $5,000.00 30,000.00$ Select this row and Insert to add rows. Drag to fill formulas from top cell. -$ SUBTOTAL 1,059,852.00$ SURVEY 2-MAN CREW HR 120 $196.00 23,520.00$ SUE TEST HOLES EA 20 $3,000.00 60,000.00$ Select this row and Insert to add rows. Drag to fill formulas from top cell. -$ Internal Administration Internal Engineering/ Survey/ Inspection/ Administration Overhead External Engineering - Cost documented with INVOICES and / or CHECKS External Survey/ Landman SUBTOTAL 83,520.00$ SR PROJECT MANAGER HR 297 $131.00 38,907.00$ CONSTRUCTION INSPECTOR IV HR 1722 $140.00 241,080.00$ ADMIN ASSISTANT HR 45 $80.00 3,600.00$ CONSTRUCTION TRUCK (PER MONTH) EA 21 $1,500.00 31,500.00$ Select this row and Insert to add rows. Drag to fill formulas from top cell. -$ SUBTOTAL 315,087.00$ Engineering / Administration / Inspection SUBTOTAL Line Item / Item Description Unit Quantity $/Unit Total -$ Select this row and Insert to add rows. Drag to fill formulas from top cell. -$ SUBTOTAL -$ PARCEL 3 - SCHERTZ 35 LLC EA 1 $6,159.00 6,159.00$ PARCEL 4 - GREEN SIDE INVEST GROUP EA 1 $12,500.00 12,500.00$ PARCEL 5 - NOLLEY CARIBEAN PROP EA 1 $41,828.00 41,828.00$ PARCEL 6 - PURPOSE CHURCH EA 1 $25,275.00 25,275.00$ PARCEL 7 - SCHERTZ STATION LTD EA 1 $24,868.00 24,868.00$ Select this row and Insert to add rows. Drag to fill formulas from top cell. -$ SUBTOTAL 110,630.00$ Easement Compensation SUBTOTAL SUMMARY:Total Project Cost 10,759,506.99$ Amount Payable in TxDOT Contract (Joint Bid) 7,039,136.50$ Utility Cost 3,720,370.49$ General & Administrative OH 0% -$ Gross Reimbursable to Utility 3,720,370.49$ Amount Due to TxDOT Via an Advance Funding Agreement -$ SALVAGE and/or Depreciation CREDIT -$ BETTERMENT RATIO 0.00% Ratio Deduction -$ Amount reimbursable after Betterment and Salvage Credit 3,720,370.49$ ELIGIBILITY RATIO 100.00% NET REIMBURSEMENT TO UTILITY 3,720,370.49$ Version 3.0 110,630.00$ External Inspection 1,514,630.44$ Existing Easement Compensation - following Quit Claim / Eligibility Ratio not applied. ROW PM must confirm rate. Replacement Easement Compensation - following Quit Claim / Eligibility Ratio is applied. ROW PM must confirm rate. Documentation of actual cost must be supplied at billing. ENGINEERING & PUBLIC WORKS N N.T.S. LOCATION MAP Councilmember (Place 1)…….….Mark E. Davis Councilmember (Place 7)…….….Tim Brown Mayor………………………………Ralph Gutierrez Councilmember (Place 6)…….….Allison Heyward Councilmember (Place 2)…….….Michelle Watson City Manager……………………...Steve Williams City Engineer……………………...Kathryn J. Woodlee, P.E., CFM IH-35 S C H E R T Z P A R K W A Y C O U N T R Y C L U B B O U L E V A R D F M 3 0 0 9 F M 1 1 0 3 EASTING 2215050.09 NORTHING 13780884.22 = STA 5158+10.01 42.64 LT EXT 1809.14 [I35 FRNB] = STA 6171+36.76 242.37 RT EXT 314.77 [I35 FRSB] IH-35 NEX STA 4175+00 [I35 CL] END PROJECT EASTING 2193151.30 NORTHING 13765435.03 = STA 4905+91.50 123.00 LT [I35 FRNB] = STA 5904+53.07 113.15 RT [I35 FRSB] IH-35 NEX STA 3905+00 [I35 CL] BEGIN PROJECT Councilmember (Place 3)…….….Paul Macaluso Councilmember (Place 4)…….….Tiffany Gibson Councilmember (Place 5)…….….Robert Westbrook P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \ C A D D \S h e e t s \I3 5 N E X - C O V E R - S H T - S S - 3 5 0 0 5 . 0 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \ C A D D \S h e e t s \I3 5 N E X - C O V E R - S H T - S S - 3 5 0 0 5 . 0 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \ C A D D \S h e e t s \I3 5 N E X - C O V E R - S H T - S S - 3 5 0 0 5 . 0 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \ C A D D \S h e e t s \I3 5 N E X - C O V E R - S H T - S S - 3 5 0 0 5 . 0 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M PREPARED BY: FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 100 NE LOOP 410, SUITE 701 TBPELS FIRM REGISTRATION #312 CITY OF SCHERTZ SANITARY SEWER RELOCATION FROM SCHERTZ PARKWAY TO COUNTRY CLUB BOULEVARD IH-35 NEX NORTH S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - IN D E X - 3 5 0 0 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - IN D E X - 3 5 0 0 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - IN D E X - 3 5 0 0 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - IN D E X - 3 5 0 0 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :2 9 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER INDEX OF SHEETS 2 SHEET GENERAL 1 TITLE SHEET 2 INDEX OF SHEETS 3 - 5 GENERAL NOTES SHEET SANITARY SEWER UTILITY SHEETS - - STANDARDS - SANITARY SEWER STANDARD AND DETAILS - I35 SANITARY SEWER CROSSING PLAN AND PROFILE NORTHBOUND SANITARY SEWER PLAN AND PROFILE SEWER PROJECT LAYOUTS 6 8 11 12 14 15 22 23 28 SANITARY SEWER QUANTITY SUMMARY67 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M 3 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 0 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M 4 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 1 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M SPECIAL NOTES (PAY ITEMS): 5 3) SEWER BYPASS PUMPING SHALL BE SUBSIDIARY TO COST OF SEWER INSTALLATION. NO SEPARATE PAY ITEM. SHALL BE A NO SEPARATE PAY ITEM. 2) TESTING OF SEWER ELEMENTS SHALL BE SUBSIDIARY TO THE COST OF THE ITEM. TESTING 1) ALL MATERIALS CALLED OUT ON PLANS TO BE SALVAGED SHALL BE A NO SEPARATE PAY ITEM (NSPI) 18) DEWATERING, IF NECESSARY, SHALL BE SUBSIDIARY TO COST PIPE. ETC. TO BE DONE IN A LEGAL MANNER AT CONTRACTOR'S EXPENSE. 17) DEMOLITION, REMOVAL & DISPOSAL OF ALL EXCESS CONCRETE, RUBBLE, WATER OR SEWER STRUCTURES, D) ALL EXPOSED CONCRETE WORK TO BE CHAMFERED. C) ALL REINFORCING STEEL TO BE ASTM A-615, GRADE 60, UNLESS OTHERWISE SHOWN. DETERMINED BY CYLINDER BREAK TEST. B) ALL CONCRETE TO BE 3000-PSI MINIMUM AT 28 DAYS, UNLESS OTHERWISE SHOWN. STRENGTH TO BE A) ALL CONCRETE WORK TO BE FORMED, UNLESS OTHERWISE APPROVED. 16) CONCRETE NOTES: UNLESS DIFFERENT FINISHED ELEVATIONS ARE SHOWN ON PLANS. 15) UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RETURN THE SITE TO ORIGINAL CONTOURS THE CONTRACTORS EXPENSE. 14) ALL EXCESS EARTHEN MATERIAL SHALL BE DISPOSED OFFSITE IN A LEGAL MANNER AT UTILITIES AS REQUIRED PRIOR TO CONSTRUCTION. LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION AND LOCATION OF THESE UNDERGROUND 13) INFORMATION ON EXISTING UTILITIES IS FROM BEST AVAILABLE INFORMATION OF RECORD AND SPOT FIELD 12) CONTRACTOR TO EXERCISE CAUTION WHEN WORKING NEAR EXISTING FACILITIES AND/OR UTILITIES. GENERAL INSPECTION. 11) CONTRACTOR TO COORDINATE WITH THE CITY OF SCHERTZ ON WORK SCHEDULES, TESTING, WORK. NOTIFY TEXAS ONE CALL FOR UTILITY LOCATIONS PRIOR TO ANY AND ALL EXCAVATIONS. CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF 10) CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN ENACTED BY THE TEXAS LEGISLATURE IN THE 70-TH LEGISLATURE REGULAR SESSION." SYSTEMS, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY THE HOUSE BILLS 622 AND 665 THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THE PERFORMANCE OF THE WORK. THE SEAL OF HALFF REGISTERED PROFESSIONAL ENGINEER (S) HEREON THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN 9) "THESE PLANS, PREPARED BY HALFF DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE OWNER 8) ANY DAMAGE TO EXISTING PAVEMENT, DRAINAGE OR EXISTING STRUCTURES SHALL BE REPAIRED TO PRE- PERMITS REQUIRED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7) CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH OWNER FOR ALL CITY, STATE, AND FEDERAL 6) ALL DIMENSIONS ARE BASED ON PROPOSED ROADWAY CENTER LINE UNLESS SHOWN OR OTHERWISE NOTED. SUBCONTRACTORS, MATERIALS AND/OR EQUIPMENT. 5) CONTRACTOR TO BE RESPONSIBLE FOR PROTECTION AND/OR SAFETY OF THE WORK SITE, WORKERS, OF THE PUBLIC AND WORKERS, AS REQUIRED. 4) CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES SUCH AS SIGNS, LIGHTS, AND SIGNALS FOR THE SAFETY MOVEMENT ON ALL STREETS AND DRIVEWAYS AFFECTED BY CONSTRUCTION OF UTILITIES. 3) CONTRACTOR TO PLAN AND PERFORM HIS WORK IN A MANNER THAT WILL PERMIT SAFE PUBLIC TRAFFIC 2) CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CRITERIA CURRENT CONDITIONS. ALL TRAFFIC CONTROL / TRAFFIC SAFETY SHOULD BE IN ACCORDANCE WITH 1) ALL IMPROVEMENTS TO BE IN ACCORDANCE WITH CITY OF SCHERTZ CODES. (b) OF THE STATE WASTEWATER CODE NO WATER TEST ALLOWED. 6) CONTRACTOR TO PROVIDE LEAKAGE TEST FOR MANHOLE IN ACCORDANCE WITH TCEQ CHAPTER 217.58 (a), WITH TCEQ REGULATIONS CHAPTER 290 AND 217. 5) ALL CROSSING OF WASTEWATER COLLECTION LINES AND WATERLINES CONSTRUCTED IN ACCORDANCE CONSTRUCTION. 4) CONTRACTOR TO FIELD VERIFY THE LOCATION OF EXISTING UTILITIES & FACILITIES PRIOR TO (1). 30 DAYS AFTER INSTALLATION. NO WATER TEST ALLOWED. 3) CONTRACTOR TO PROVIDE LOW PRESSURE AIR TEST IN ACCORDANCE WITH TCEQ CHAPTER 217.57 (a), MANDREL TO BE PULLED IN BOTH DIRECTIONS. 2) CONTRACTOR TO PROVIDE DEFLECTION TEST IN ACCORDANCE WITH TCEQ CHAPTER 217.57 (b). 1) ALL PROPOSED SEWER LINES WILL BE SDR 26 PIPE MATERIAL (UNLESS OTHERWISE NOTED). BETWEEN THE TEE CONNECTION AND THE FIRE HYDRANT GATE VALVES. 19) CONTRACTOR WILL USE FITTINGS TO RAISE RAISE FIRE HYDRANT LEAD TO MINIMUM DEPTH OF 5 FEET PAD IN ACCORDANCE WITH STANDARD DRAWINGS DD-828 SERIES. 18) IN HIGH PRESSURE ZONES, ALL VALVES 6 INCHES AND LARGER SHALL BE SUPPORTED ON A CONCRETE OF THE INSPECTOR AT NO ADDITIONAL PAYMENT. 17) ALL VALVES OUTSIDE OF PAVEMENT AREA MAYBE SUBJECT TO VALVE MARKER AT THE DIRECTION WORKMANLIKE MANNER. 16) COLLARS AROUND SUCH VALVE BOXES SHALL BE FORMED AND FINISHED OFF NEATLY AND IN A SOUND WITH CONCRETE COLLARS AS SHOWN IN THESE STANDARD DRAWINGS. 15) VALVE BOXES LOCATED IN STREETS OR OTHER AREA SUBJECT TO VEHICULAR TRAFFIC SHALL BE PROVIDED ANOTHER LEVEL AS DIRECTED BY THE ENGINEER. OPERATING NUT WITH THE BOX COVER FLUSH WITH THE FINISHED PAVEMENT SURFACE OR LOCATED AT 14) ADJUSTABLE VALVE BOX AND VALVE KEY EXTENSION SYSTEMS SHALL BE CENTERED OVER THE VALVE’S ON ALL VALVES LOCATED BETWEEN 6 FEET AND 13 FEET. THE CONTRACTOR SHALL INSTALL FULLY ADJUSTABLE VALVE BOX AND VALVE KEY EXTENSION SYSTEMS, 13) ALL VALVES SHALL HAVE OPERATIONAL NUT WITHIN SIX FEET OF FINISH ELEVATION.12) . BEING TRANSMITTED TO THE VALVE THE VALVE BOX SHALL BE PLACED IN SUCH A MANNER TO PREVENT SHOCK OR STRESS ) 11 TEXAS PRIOR TO CONSTRUCTION OF ANY SEWER IMPROVEMENTS. 10) CONTRACTOR TO SUBMIT A SEWER BYPASS PLAN, SIGNED AND SEALED BY A LICENSED ENGINEER IN 9) POST CONSTRUCTION VIDEOS SHALL BE SUBSIDIARY TO COST OF PIPE. 8) ALL TESTING OF PIPE AND MANHOLES SHALL BE SUBSIDIARY TO COST OF PIPE. 7) ALL WASTEWATER CONSTRUCTION SHALL BE IN COMPLIANCE WITH TCEQ REGULATIONS 217 GENERAL CONSTRUCTION NOTES: WASTEWATER COLLECTION LINE CONSTRUCTION NOTES: P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - G E N - N O T E S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 2 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET QUANTITY SUMMARY 01 6 SANITARY SEWER SUMMARY 02081 02082 02221 02221 02221 02221 02221 02222 02222 02260 02448 02448 02448 02448 02506 02506 (5' DIA.) DROP MANHOLE SEWER INTERNAL SANITARY DIA.) MANHOLE (5' SEWER SANITARY (4") FORCE MAIN SANITARY REMOVE (14") FORCE MAIN SANITARY REMOVE (8") SEWER MAIN SANITARY REMOVE (10") SEWER MAIN SANITARY REMOVE MANHOLE SEWER SANITARY REMOVE (8") SEWER MAIN SANITARY ABANDON (16") SEWER MAIN SANITARY ABANDON PROTECTION SAFETY EXCAVATION TRENCH PIPE (PVC) 8" CARRIER (SEWER) CASING 24" STEEL (SEWER) CASING 30" STEEL PIPE TUNNELING BORING OR JACKING, SEWER LINE SANITARY 8" PVC SEWER LINE SANITARY 10" PVCSHEETLOCATION EA EA LF LF LF LF EA EA EA EA LF LF LF LF LF LF SANITARY SEWER PLAN & PROFILE SHEETS 12 OF 28 SEWER CROSSING P&P 01S 3 2 375 90 303 303 303 90 13 OF 28 SEWER CROSSING P&P 01N 378 94 328 328 14 OF 28 SEWER CROSSING P&P 02S 1 2 370 234 274 274 274 234 15 OF 28 STA 3978+55 TO STA 3983+55 1 194 1 191 25 25 191 16 OF 28 STA 4038+37 TO STA 4039+46 1 460 114 99 17 OF 28 STA 4133+83 TO STA 4138+83 31 1 34 34 18 OF 28 STA 4138+83 TO STA 4143+83 1 500 2 500 500 19 OF 28 STA 4143+83 TO STA 4148+83 1 500 1 500 500 20 OF 28 STA 4148+83 TO STA 4153+83 1 19 1 30 30 21 OF 28 STA 4143+83 TO STA 4148+83 262 256 22 OF 28 STA 4148+83 TO STA 4153+83 338 346 20 PROJECT TOTALS 1 8 460 600 194 1,050 10 745 378 2,389 602 622 328 905 515 1,163 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :2 6 :5 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :2 6 :5 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :2 6 :5 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - Q T Y - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :2 6 :5 3 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET QUANTITY SUMMARY 02 7 SANITARY SEWER SUMMARY SHEET LOCATION SANITARY SEWER PLAN & PROFILE SHEETS 12 OF 28 SEWER CROSSING P&P 01S 13 OF 28 SEWER CROSSING P&P 01N SEWER CROSSING P&P 02S14 OF 28 STA 3978+55 TO STA 3983+5515 OF 28 STA 4038+37 TO STA 4039+4616 OF 28 STA 4133+83 TO STA 4138+8317 OF 28 STA 4138+83 TO STA 4143+8318 OF 28 STA 4143+83 TO STA 4148+8319 OF 28 STA 4148+83 TO STA 4153+8320 OF 28 STA 4143+83 TO STA 4148+8321 OF 28 STA 4148+83 TO STA 4153+83 PROJECT TOTALS 22 OF 28 02506 02524 02532 02532 02532 02532 02534 02534 03300 03315 SP 7299 SP XXXX SEWER LINE SANITARY 12" PVC RELIEF VALVE VACUUM RELEASE AND 1" AIR FORCE MAIN PIPE (HDPE) 16" CARRIER FORCE MAIN PIPE (HDPE) 14" CARRIER MAIN SEWER FORCE SANITARY 14" HDPE MAIN SEWER FORCE SANITARY 16" HDPE SERVICE STUB SEWER SANITARY ONS RECONNECTI SEWER SANITARY (5' DIA.) SEWER MANHOLE SANITARY CAST-IN-PLACE FEET) (VERTICAL 6') (5' DIA.) MANHOLES (> EXTRA DEPTH STEEL CASING LINE SPLIT 24" SEWER T ABANDONMEN LIFT STATION LF EA LF LF LF LF EA EA EA VF LF EA 11 47 328 94 2 2 11 1 4 15 1 1 1 1 1 1 1 256 1 1 20 346 1 15 2 328 20 602 94 1 5 5 27 47 1 B B CABTYPE 4 TY 1ITS GB CABTYPE 4 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 1 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :3 9 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 3,238 sq ft 0.0743 ac EASEMENT 1 S C H E R T Z P K W Y M I D C I T I E S P K W Y T R I C O U N T Y P K W Y R O Y R I C H A R D D R IH-35 IH-35 SEWER PROJECT LAYOUT N 0 250125125 SCALE: 1"=250' S C H E R T Z P K W Y R O Y R I C H A R D D R 5920+00 5905+00 5910+00 5925+00 5930+00 5935+00 4940+004935+004930+00 4925+004920+00 4915+00 IH-35 5940+00 5945+00 5950+00 5955+00 5960+00 5965+005965+00 4975+00 4970+00 4965+004960+00 4955+00 4950+004945+00 IH-35 4910+00 5970+00 M A T C H L I N E S T A 3 9 0 5 + 0 0 [ I 3 5 C L ] M A T C H L I N E S T A 3 9 4 0 + 0 0 [I 3 5 C L ] 5915+00 3935+003930+003925+003920+003915+003910+00 M A T C H L I N E S T A 3 9 4 0 + 0 0 [I 3 5 C L ] M A T C H L I N E S T A 3 9 7 5 + 0 0 [ I 3 5 C L ] 3945+00 3950+00 3955+00 3960+00 3965+00 3970+00 N 8 P&P 02S SEWER CROSSING SHEET 13 SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED S TATE OF T E XAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER C I35 MLL LB I35 SBFR LB I35 NBFR LB I35 SBFR LB I35 NBFR C I35 MLL B P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 2 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 0 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 2,736 sq ft0.0628 ac EASEMENT 2 BRUSH M A IN S T 0 250125125 SCALE: 1"=250' SEWER PROJECT LAYOUT 5975+00 5980+00 5985+00 5990+005990+00 5995+005995+00 6000+006000+00 4980+00 4985+00 4990+00 4995+00 5000+00 5005+00 5010+00 6015+00 6020+006020+00 6025+006025+00 6030+006030+00 6035+006035+00 6040+006040+00 5045+00 5040+00 5035+00 5030+00 5025+00 5020+00 6005+00 IH-35 IH-35 4005+004000+003995+003990+003985+003980+00 M A T C H L I N E S T A 4 0 1 0 + 0 0 [ I 3 5 C L ] M A T C H L IN E S T A 3 9 7 5 + 0 0 [I3 5 C L ] 5015+00 6010+006010+00 IH-35 M A T C H L I N E S T A 4 0 1 0 + 0 0 [ I 3 5 C L ] M A T C H L IN E S T A 4 0 4 5 + 0 0 [I3 5 C L ] 4040+00 4035+00 4030+00 4025+00 4015+00 4020+00 N N C IB O L O V A L L E Y D R SS-397931 SS-403838 STA 4038+37 TO STA 4039+46 SEWER P&P - CL SHEET 15 9 SS-398131 P&P 01S SEWER CROSSING SHEET 12 STA 3978+55 TO STA 3983+55 SEWER P&P - CL SHEET 14 S TATE OF T E XAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED LB I35 SBFR LC I35 ML LB I35 NBFR LC I35 ML LB I35 SBFR B I35 NBFRL P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 3 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 3 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 3 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 3 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 1 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET FM 2252 F A I R L A W N A V E B E L M O N T P K W Y F O R E S T E R B E N D N 0 250125125 SCALE: 1"=250' IH-35 IH-35 IH-35 SEWER PROJECT LAYOUT 5080+005075+005070+00 5065+00 5060+005055+00 6085+006085+00 6090+006090+00 6095+00 6100+006100+00 5105+005100+005095+005090+00 6055+006055+00 6065+00 6070+006070+00 6075+00 6045+00 6060+00 4050+00 4055+00 4060+00 4065+00 4070+00 4075+00 M A T C H L I N E S T A 4 0 4 5 + 0 0 [ I 3 5 C L ] M A T C H L I N E S T A 4 0 8 0 + 0 0 [ I 3 5 C L ] 6080+00 5085+00 4100+004095+004090+004085+00 M A T C H L I N E S T A 4 0 8 0 + 0 0 [ I 3 5 C L ] M A T C H L I N E S T A 4 1 0 5 + 0 0 [ I 3 5 C L ] N 6050+00 5050+00 LB I35 NBFR 10 S TATE OF T E XAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED LB I35 SBFR LC I35 ML LB I35 SBFR C I35 MLL LB I35 NBFR P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 4 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 4 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 4 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - P R O J - L Y T _ W W - 0 4 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 2 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 15,955 sq ft 0.3663 ac EASEMENT 5 4,273 sq ft 0.0981 ac EASEMENT 6 480 sq ft 0.0110 acPART 1 EASEMENT 3 332 sq ft 0.0076 ac PART 2 EASEMENT 3 324 sq ft 0.0074 ac EASEMENT 4 H U B E R T U S R D C O U N T R Y C L U B B L V D N 0 250125125 SCALE: 1"=250' IH-35 IH-35 IH-35 SEWER PROJECT LAYOUT 6115+006115+00 6120+006120+00 6125+006125+00 6130+00 6135+006135+00 5140+005135+00 5130+00 5125+005120+00 6165+00 6160+006160+006155+006155+006150+006150+00 6110+006110+00 6105+00 5110+00 5115+00 IH-35 4135+004130+004125+004120+004115+004110+00 M A T C H L IN E S T A 4 1 0 5 + 0 0 [ I3 5 C L ] M A T C H L I N E S T A 4 1 4 0 + 0 0 [ I 3 5 C L ] 6140+00 6145+006145+00 5145+00 5150+00 5155+00 4145+00 4150+00 4155+00 4160+00 4165+00 M A T C H L I N E S T A 4 1 4 0 + 0 0 [I 3 5 C L ] N 0 250125125 SCALE: 1"=250' SS-413855 SS-413689 STA 4133+83 TO STA 4138+83 SEWER P&P - CL SHEET 16 11 STA 4138+83 TO STA 4143+83 SEWER P&P - CL SHEET 17 STA 4143+83 TO STA 4148+83 SEWER P&P - CL SHEET 18 STA 4148+83 TO STA 4153+83 SEWER P&P- CL SHEET 19 STA 4148+83 TO STA 4153+83 FORCE MAIN P&P- CL SHEET 21 STA 4143+83 TO STA 4148+83 FORCE MAIN P&P - CL SHEET 20 P&P 01N FORCE MAIN CROSSING SHEET 12 S TATE OF T E XAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED LB I35 SBFR LC I35 ML B I35 NBFRL B I35 SBFRL LC I35 ML LB I35 NBFR 270.33' P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 4 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 4 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 4 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 4 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER W SS-398131 WTR-398086 89.77° 5 ' M IN 0 . 6 7 ' 0 . 8 6 ' P&P 01S SEWER CROSSING 12 EXIST EOP EXIST EOP EXIST EOP PROP EOP EXIST EOP PROP EOP EXIST EOP PROP EOP PROP EOP EXIST EOP EXIST EOP PROP EOP 2 . 4 ' 4 . 6 ' 3 . 0 ' 1 . 7 ' SS-397931 APPROX 12'x12' REC BORE PIT APPROX 12'x12' REC BORE PIT APPROX 15'x35' PROP BORE PIT PROP EOP EXIST ESMT EXIST ESMT EXIST ESMT +/- 375 LF TO BE ABANDONED IN CONFLICT WITH PROP FR EXIST 8" WW MAIN CROSSING 5 9 8 0 + 0 0 SEE P&P SEWER SHEET 15 W W W LB I35 SBFR C I35 LB I35 NBFR LB I35 SBFR LB I35 NBFR 2 . 1 ' LC I35 I H - 3 5 S B M L 1+00 2+00 3+00 4+00 5+00 -1.48% F L P R O P 2 4 " S T O R M = 8 0 9 . 2 8 ' S T A 1 + 5 8 . 4 1 [S S - 3 9 8 1 3 2 ] F L P R O P 2 " F IB E R L IG H T = 8 0 4 . 3 4 ' S T A 4 + 6 0 . 1 1 [S S - 3 9 8 1 3 2 ] F L P R O P 2 " F IB E R L IG H T = 8 0 3 . 5 0 ' S T A 4 + 6 2 . 5 2 [S S - 3 9 8 1 3 2 ] F L P R O P 2 " F IB E R L IG H T = 8 0 0 . 5 3 ' S T A 4 + 8 2 . 4 6 [S S - 3 9 8 1 3 1 ] F L P R O P 2 " G A S M A IN = 8 0 0 . 8 0 ' S T A 4 + 7 7 . 0 8 [S S - 3 9 8 1 3 1 ] F L P R O P 2 " G A S M A IN = 8 0 1 . 7 9 ' S T A 4 + 6 8 . 2 3 [S S - 3 9 8 1 3 1 ] F L E X 1 2 " W L = 8 0 3 . 2 2 ' S T A 4 + 6 1 . 3 5 [S S - 3 9 8 1 3 1 ] F L P R O P 1 2 " W L = 8 0 6 . 7 5 S T A 1 + 3 3 . 7 4 [S S - 3 9 8 1 3 1 ] F L P R O P 2 " F IB E R L IG H T = 8 0 9 . 5 3 ' S T A 1 + 3 5 . 3 2 [S S - 3 9 8 1 3 1 ] F L P R O P 2 " F IB E R L IG H T = 8 0 9 . 9 5 ' S T A 1 + 3 0 . 5 2 [S S - 3 9 8 1 3 1 ] F L 8 " S S L = 8 0 2 . 7 1 ' F L 8 " S S L = 8 0 1 . 2 3 ' F L 8 " S S L = 7 9 9 . 7 5 ' 790 795 800 805 810 815 820 825 790 795 800 805 810 815 820 825 F L P R O P 2 " F IB E R L IG H T = 8 0 9 . 4 2 ' S T A 1 + 3 . 0 8 [S S - 3 9 8 1 3 1 ] -1.49% SDR 26 SS PVC PROP 8" I H - 3 5 N B M L 75.76°92.15° EXIST GROUND PROP GROUND 112.04°90.23°N 5025250 SCALE: 1"=50' (H), 1"=10' (V) F L = 8 " S S L = 7 9 8 . 4 9 ' S T E E L E N C A S E M E N T 2 4 " D IA E N D S T A 4 + 8 2 . 0 3 [S S - 3 9 8 1 3 1 ] (3/8" MIN THICKNESS) ENCASEMENT PIPE BY BORE PROP 220 LF 24" STEEL E X IS T R O W E X I S T R O W P R O P R O W R IM E L E V = 8 0 4 . 4 5 ' F L 8 " S S O U T N E = 7 9 8 . 3 6 ' F L 8 " S S IN S W = 7 9 8 . 4 6 ' F L 8 " S S IN N W = 7 9 8 . 4 6 ' S T A 4 + 8 9 . 0 3 [S S - 3 9 8 1 3 1 ] L IH - 3 5 S B F R I H - 3 5 N B F R STA 1+47.12 TO STA 4+85.03 JOINT RESTRAINT 24" STEEL ENCASEMENT PROP 8" PVC SDR 26 SS E=2199649.75 N=13769373.56 1-5-FT-DIA MH W/PRECAST BASE INSTALL: =STA 4+89.03 [SS-398131] STA 3981+07.06, 180.31 RT [I35 CL] F L P R O P 1 2 " W L = 7 9 4 . 8 5 ' [S S - 3 9 8 1 3 1 ] S T A 4 + 7 6 . 6 7 (3/8" MIN THICKNESS) ENCASEMENT PIPE BY BORE PROP 83 LF 24" STEEL R IM E L E V = 8 1 6 . 3 2 ' F L 8 " S S O U T S E = 8 0 4 . 2 0 ' F L 8 " S S IN N W = 8 0 4 . 3 0 ' F L 8 " S S IN N E = 8 0 4 . 9 2 ' S T A 1 + 0 0 . 0 0 [S S - 3 9 8 1 3 1 ] PROP 35 LF 24" SPLIT STEEL CASING E=2199548.30 N=13769520.31 BEGIN 24" SPLIT STEEL CASING BEGIN BORE AND 24" STEEL ENCASEMENT PIPE 8" ASTM D3034 PVC SDR 26 SS =STA 3+67.11 [SS-398131] STA 3981+07.06, 58.40 RT [I35 CL] E=2199573.80 N=13769496.34 END 24" SPLIT STEEL CASING BEGIN BORE AND 24" STEEL ENCASEMENT PIPE 8" ASTM D3034 PVC SDR 26 SS =STA 4+02.11 [SS-398131] STA 3981+07.06, 93.40 RT [I35 CL] F L = 8 " S S L = 8 0 0 . 2 3 ' B E G IN 2 4 " S P L IT S T E E L C A S IN G S T E E L E N C A S E M E N T 2 2 0 L F 2 4 " D IA IN S T A L L : S T A 3 + 6 7 . 1 1 [S S - 3 9 8 1 3 1 ] F L = 8 " S S L = 7 9 9 . 7 2 ' E N D 2 4 " S P L IT S T E E L C A S IN G S T E E L E N C A S E M E N T 8 3 L F 2 4 " D IA IN S T A L L : S T A 4 + 0 2 . 1 1 [S S - 3 9 8 1 3 1 ] E X IS T E S M T R IM E L E V = 8 1 4 . 6 7 ' F L 8 " S S O U T S E = 8 0 3 . 7 9 ' F L 8 " S S IN N E = 8 0 3 . 8 9 ' F L 8 " S S IN S W = 8 0 5 . 9 7 ' S T A 1 + 2 4 . 4 8 [S S - 3 9 8 1 3 1 ] F L 8 " S S L = 8 0 3 . 4 9 ' E N D 2 4 " S P L IT S T E E L C A S IN G E N D 2 4 " D IA S T E E L E N C A S E M E N T S T A 1 + 4 7 . 1 2 [S S - 3 9 8 1 3 1 ] F L 8 " S S L = 8 0 3 . 6 6 ' B E G IN 2 4 " S P L IT S T E E L C A S IN G S T A 1 + 3 5 . 1 2 [S S - 3 9 8 1 3 1 ] E=2199387.99 N=13769670.98 END BORE AND 24" STEEL ENCASEMENT PIPE END 24" SPLIT STEEL CASING 8" ASTM D3034 PVC SDR 26 SS =STA 1+47.12 [SS-398131] STA 3981+07.06, 161.60 LT [I35 CL] BEGIN 24" SPLIT STEEL CASING STA 1+35.12 [SS-398131] PROP 12 LF 24" SPLIT STEEL CASING STA 3981+07.06, 172.24 LT [I35 CL] E=2199650.36 N=13769458.80 REMOVE EXIST MH =STA 4+83.62, 25.07 LT [SS-398131] STA 3981+32.14, 174.90 RT [I35 CL] E=2199634.21 N=13769439.56 PROP +/- 7 LF 8" ASTM D3034 PVC SDR 26 SS END 24" STEEL ENCASEMENT PIPE 24" ASTM D3034 PVC SDR 26 SS =STA 4+82.03 [SS-398131] STA 3978+07.06, 176.31 RT [I35 CL] E=2199388.92 N=13769703.68 PROP +/- 25 LF 8" ASTM D3034 PVC SDR 26 EXIST 8" SS (NE) EXIST 8" SS (NW) CONNECT: 1-5-FT-DIA MH W/PRECAST BASE REMOVE EXIST MH AND REPLACE W/ =STA 1+00.00 [SS-398131] STA 3981+31.52, 183.32 LT [I35 CL] E=2199371.49 N=13769686.49 PROP +/- 11 LF 8" ASTM D3034 PVC SDR 26 1-5-FT-DIA MH W/PRECAST BASE INSTALL: EXIST 8" SS (SW) CONNECT: =STA 1+24.48 [SS-398131] STA 3981+07.06, 184.24 LT [I35 CL] INSTALL 303 LF 24" STEEL ENCASEMENT PIPE BY BORE INSTALL 393 LF 8" ASTM D3034 SDR-26 SANITARY SEWER LINE "SS-398131" T Y 1 ITS GB P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 N . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 5 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 N . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 5 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 N . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 5 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 1 N . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 5 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 5025250 SCALE: 1"=50' (H), 1"=10' (V) SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER P R O P R O W P R O P R O W 760 755 750 745 740 735 730 725 760 755 750 745 740 735 730 725 -0.80% EXIST GROUND -43.71 6136+70.88 -43.71 6136+70.88 -43.71 6136+70.88 -43.71 6136+70.88 -42.23 6136+68.25 -42.23 6136+68.25 -42.50 6136+68.41 -37.61 6136+67.59 F L P R O P 4 " T E L E C O M = 7 4 4 . 0 0 ' S T A 4 + 5 1 . 7 4 [S S - 4 1 3 6 8 9 ] N SEWER EASEMENT PROP SANITARY F L P R O P 1 2 " W L = 7 3 7 . 9 5 ' S T A 4 + 4 6 . 7 3 [S S - 4 1 3 6 8 9 ] F L P R O P O U T F A L L = 7 4 4 . 8 6 " S T A 4 + 4 7 . 9 1 [S S - 4 1 3 6 8 9 ] F L P R O P 4 " G A S M A IN = 7 4 2 . 5 3 ' S T A 4 + 5 4 . 7 4 [S S - 4 1 3 6 8 9 ] F L 1 6 " F M L = 7 3 6 . 2 0 ' F L 1 6 " F M L = 7 3 5 . 4 0 ' F L 1 6 " F M L = 7 3 9 . 4 4 ' F L 1 6 " F M L = 7 3 7 . 0 0 ' 1+00 2+00 3+00 4+00 5+00 F L 1 6 " F M L = 7 4 0 . 1 0 ' C O N N E C T T O P R O P 1 6 " F M L B E G IN 1 6 " H D P E A S T M D 2 2 4 1 S T A 1 + 0 0 . 0 0 [S S - 4 1 3 6 8 9 ] SEWER EASEMENT EXIST SANITARY 4 ' M IN 32.0' -0.80% -20.70% 4 0 .5 0 % -0.80% F L 1 6 " F M L = 7 3 7 . 5 9 ' 1 - 1 1 . 2 5 ° B E N D U P IN S T A L L : S T A 1 + 2 6 . 9 0 [S S - 4 1 3 6 8 9 ] F L 1 6 " F M L = 7 4 2 . 1 0 ' 1 - 2 2 . 5 ° B E N D D N IN S T A L L : S T A 5 + 0 6 . 5 7 [S S - 4 1 3 6 8 9 ] F L 1 6 " F M L = 7 3 4 . 7 0 ' 1 - 2 2 . 5 ° B E N D U P IN S T A L L : S T A 4 + 7 7 . 8 4 [S S - 4 1 3 6 8 9 ] RESTRAINT AND INSTALL RESTRAINT ACCORDINGLY 7. CONTRACTOR TO EXPOSE EXISTING FORCE MAIN TO LIMITS OF JOINT PROP GROUND PROP GROUND GROUND PROP (3/8" MIN. THICKNESS) ENCASEMENT PIPE BY BORE PROP 328 LF 30" STEEL UTILITIES UNDERGROUND CAUTION: APPROX 12'x12' REC BORE PIT APPROX 15'x35' PROP BORE PIT F L 1 6 " F M L = 7 4 5 . 0 5 ' C O N N E C T T O E X IS T 1 6 " F M L E N D 1 6 " H D P E A S T M D 2 2 4 1 5 + 2 2 . 0 3 [S S - 4 1 3 6 8 9 ] LB I35 SBFR LB I35 NBFR I H - 3 5 S B M L I H - 3 5 S B F R I H - 3 5 N B F R I H - 3 5 N B M L 0 . 5 0 ' 0 . 5 0 ' 13 STA 05+24.57 STA 1+05.78 TO JOINT RESTRAINT EXIST EOP PROP EOPPROP EOP EXIST EOP PROP EOP EXIST EOP EXIST EOP EXIST EOP PROP EOP PROP EOP EXIST EOP EXIST EOP PROP EOP 2 . 3 ' 5 . 6 ' 7 . 1 ' F L 1 6 " F M L = 7 4 0 . 1 0 ' 1 - 1 1 . 2 5 ° B E N D D N IN S T A L L : S T A 1 + 1 4 . 7 8 [S S - 4 1 3 6 8 9 ] SEWER EASEMENT PROP SANITARY STA 4133+83 TO STA 4138+83 SEE WATER P&P - CL STA 4135+34 TO STA 4140+34 SEE WATER P&P - CL F L 1 6 " F M L = 7 3 7 . 5 2 ' 3 0 " D IA S T E E L E N C A S E M E N T IN S T A L L : 3 2 8 L F S T A 1 + 3 5 . 9 0 [S S - 4 1 3 6 8 9 ] F L P R O P 4 " T E L E C O M = 7 4 1 . 7 0 ' S T A 1 + 4 1 . 1 9 [S S - 4 1 3 6 8 9 ] F L P R O P 1 2 " W L = 7 4 0 . 3 6 ' S T A 1 + 4 5 . 3 0 [S S - 4 1 3 6 8 9 ] F L 1 6 " F M L = 7 3 4 . 8 9 ' 3 0 " D IA S T E E L E N C A S E M E N T E N D S T A 4 + 6 3 . 7 4 [S S - 4 1 3 6 8 9 ] E=2211834.96 N=13778769.96 CONNECT TO EXIST 16" FML END 16" HDPE ASTM D2241 =STA 5+22.03 [SS-413689] STA 4136+56.22, 180.23 RT [I35 CL] 30" STEEL ENCASEMENT PIPE PROP 16" HDPE FML E=2211700.86 N=13779091.77 BEGIN BORE AND 30" STEEL ENCASEMENT PIPE 16" HDPE ASTM D 1248 FML =STA 1+35.90 [SS-413689] STA 4137+04.87, 164.99 LT [I35 CL] +/- 378 LF TO BE ABANDONED IN CONFLICT WITH PROP DRAINAGE CULVERT EXIST 16" FML CROSSING P R O P R O W INSTALL 328 LF 30" STEEL ENCASEMENT PIPE BY BORE INSTALL 422 LF 16" HDPE AWWA C906 DIPS FORCE MAIN LINE "SS-413689" P&P 01N FORCE MAIN CROSSING SEWER EASEMENT EXIST SANITARY SEWER EASEMENT PROP SANITARY E=2211672.30 N=13779109.12 CONNECT TO PROP 16" FML PROP +/- 10 LF 16" HDPE ASTM D 1248 FML BEGIN 16" HDPE FML =STA 1+00.00 [SS-413689] STA 4136+89.15, 194.47 LT [I35 CL] E=2211677.60 N=13779100.65 PROP +/- 22 LF 16" HDPE ASTM D 1248 FML 1- 45° BEND RT INSTALL: =STA 1+10.00 [SS-413689] STA 4136+89.39, 184.48 LT [I35 CL] E=2211698.82 N=13779095.22 PROP +/- 4 LF 16" HDPE ASTM D 1248 FML 1-45° BEND RT INSTALL: =STA 1+31.90 [SS-413689] STA 4137+04.87, 168.99 LT [I35 CL] E=2211867.52 N=13778796.59 PROP +/- 34 LF 16" HDPE ASTM D 1248 FML 1-45° BEND RT INSTALL: 16" HDPE ASTM D2241 =STA 4+77.74 [SS-413689] STA 4136+97.80, 173.92 RT [I35 CL] E=2211838.08 N=13778779.95 PROP +/- 10 LF 16" HDPE ASTM D 1248 FML 1-45° BEND LT INSTALL: 16" HDPE ASTM D 1248 FML =STA 5+11.57 [SS-413689] STA 4136+63.99, 173.23 RT [I35 CL] E=2211870.00 N=13778806.28 PROP +/- 10 LF 16" HDPE ASTM D 1248 FML 1-45° BEND RT INSTALL: =STA 4+67.74 [SS-413689] STA 4137+04.87, 166.85 RT [I35 CL] E=2211867.96 N=13778809.72 PROP +/- 4 LF 16" HDPE ASTM D 1248 FML END BORE AND 30" STEEL ENCASEMENT PIPE 16" HDPE ASTM D 1248 FML =STA 4+63.74 [SS-413689] STA 4137+04.87, 162.85 RT [I35 CL] W W S B F R45 LB I35 SBFR LB I35 NBFR C I35 C I35 L L P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 2 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 7 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 2 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 7 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 2 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 7 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - C R O S S IN G - 0 2 S . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 7 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER W 3935+0 0 3,238 sq ft 0.0743 ac E ASE ME NT 1 SS-393739 2 . 2 ' P&P 02S SEWER CROSSING 14 6 . 3 ' 3 . 7 ' 5 . 2 ' 6 . 2 ' LB I35 NBFR 0 . 9 3 ' W W T T W P B X E IH - 3 5 N B M L 1+00 2+00 3+00 4+00 5+00 -1.33% PROP 8" PVC SDR 26 SS 775 780 785 790 795 800 805 810 775 780 785 790 795 800 805 810 -1.34% IH - 3 5 S B M L 5025250 SCALE: 1"=50' (H), 1"=10' (V) SS-393739 (3/8" MIN THICKNESS) ENCASEMENT PIPE BY BORE PROP 274 LF 24" STEEL LC I3590.00°F L 8 " S S = 7 8 9 . 5 4 ' F L 8 " S S = 7 8 6 . 8 2 ' F L 8 " S S = 7 8 5 . 4 9 ' N 6+00 LB I35 SBFR F L P R O P 3 6 " S T O R M = 7 8 9 . 3 0 ' S T A 3 + 5 7 . 8 1 [S S - 3 9 3 7 3 9 ]] E=2195851.32 N=13766855.22 BEGIN BORE AND 24" STEEL ENCASEMENT PIPE 8" ASTM D3034 PVC SDR SS =STA 3+10.37 [SS-393739] STA 3935+47.57, 138.78 RT [I35 CL] R IM E L E V = 8 0 1 . 3 0 ' F L 8 " S S O U T = 7 8 8 . 2 4 ' F L 8 " S S IN = 7 8 8 . 3 4 ' S T A 2 + 9 1 . 7 0 [S S - 3 9 3 7 3 9 ] R IM E L E V = 7 9 3 . 0 1 ' F L 8 " S S O U T = 7 8 3 . 9 9 ' F L 8 " S S IN = 7 8 4 . 0 9 ' S T A 6 + 0 6 . 8 0 [S S - 3 9 3 7 3 9 ] R IM E L E V = 7 9 8 . 1 5 ' F L 8 " S S O U T = 7 9 0 . 9 1 ' F L 8 " S S IN = 7 9 0 . 9 6 ' S T A 1 + 0 0 . 0 0 [S S - 3 9 3 7 3 9 ] 3 0 . 0 1 ° 6 1.3 5°90.00°F L = 8 " S S = 7 8 4 . 3 7 ' S T E E L E N C A S E M E N T 2 4 " D IA E N D S T A 5 + 8 3 . 9 9 [S S - 3 9 3 7 3 9 ] F L E X IS T 2 " T E L E C O M = 7 9 5 . 6 7 ' S T A 3 + 0 3 . 7 6 [S S - 3 9 3 7 3 9 ] F L E X IS T 2 " T E L E C O M = 7 9 5 . 3 1 ' S T A 3 + 0 8 . 2 4 [S S - 3 9 3 7 3 9 ] F L P R O P 1 6 " W L = 7 9 4 . 3 0 ' S T A 3 + 1 0 . 8 5 [S S - 3 9 3 7 3 9 ] EXIST GROUND F L = 8 " S S = 7 8 8 . 0 2 ' S T E E L E N C A S E M E N T 2 4 " D IA B E G IN S T A 3 + 1 0 . 3 7 [S S - 3 9 3 7 3 9 ] C I35L F L E X IS T 2 " T E L E C O M = 7 9 5 . 2 9 ' S T A 3 + 1 4 . 4 6 [S S - 3 9 3 7 3 9 ] F L E X IS T 2 " T E L E C O M = 7 9 2 . 1 5 ' S T A 3 + 6 2 . 6 4 [S S - 3 9 3 7 3 9 ] F L E X IS T 2 " T E L E C O M = 7 9 3 . 6 1 ' S T A 4 + 4 6 . 4 0 [S S - 3 9 3 7 3 9 ] VERIFIED ELEV NOT 24" STEEL ENCASEMENT PROP 8" PVC SDR 26 SS STA 3+10.37 TO STA 5+83.99 JOINT RESTRAINT EXIST EOP PROP EOP EXIST EOP EXIST EOP EXIST EOP EXIST EOP PROP EOP PROP EOP EXIST EOP EXIST EOP PROP EOP EXIST EOP LB I35 NBFR LB I35 SBFR E=21958860.75 N=13766839.11 1-5-FT DIA MH W/ PRECAST BASE INSTALL: =STA 2+91.70 [SS-393739] STA 3935+47.57, 157.44 RT [I35 CL] GROUND PROP E=2195701.53 N=13767111.02 EXIST 8" SS (E) CONNECT: 1-5-FT DIA MH W/ CIP BASE REMOVE EXIST MH AND REPLACE W/ =STA 6+06.80 [SS-393739] STA 3935+47.57, 157.66 LT [I35 CL] E=2196026.18 N=13766935.97 EXIST 8" SS (E) CONNECT: 1-5-FT DIA MH W/ CIP BASE REMOVE EXIST MH AND REPLACE W/ =STA 1+00.00 [SS-393739] STA 3937+39.27, 157.44 RT [I35 CL] BOX CULVERT EXIST 3 - 6'X5' APPROX 24'x30' PROP BORE PIT APPROX 24'x24' REC BORE PIT 8" CARRIER PIPE AND 24" STEEL ENCASEMENT STA 3935+47.57, 134.84 LT [I35 CL] E X IS T R O W P R O P E S M T E X IS T E S M T E X IS T R O W P R O P R O W +/- 370 LF TO BE ABANDONED IN CONFLICT WITH UAR EXIST 8" WW MAIN CROSSING F L E X IS T 2 " T E L E C O M = 7 8 9 . 5 1 ' S T A 5 + 9 6 . 1 8 [S S - 3 9 3 7 3 9 ] F L E X IS T 1 2 " W L = 7 9 1 . 3 1 ' S T A 5 + 8 6 . 8 9 [S S - 3 9 3 7 3 9 ] PVC SDR SS PROP +/- 192 LF 8" ASTM D3034 PVC SDR SS PROP +/- 19 LF 8" ASTM D3034 E=2195713.06 N=13767091.33 PVC SDR SS PROP +/- 23 LF 8" ASTM D3034 END 24" STEEL ENCASEMENT PIPE 8" ASTM D3034 PVC SDR 26 SS =STA 5+83.99 [SS-393739] STA 3935+47.57, 134.84 LT [I35 CL] B INSTALL 274 LF 24" STEEL ENCASEMENT PIPE BY BORE INSTALL 508 LF 8" ASTM D3034 SDR-26 SANITARY SEWER LINE "SS-393739" P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 8 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 8 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 8 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 1 5 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :4 8 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER W W IH-35 NBFR GAS LINE UNDERGROUND CAUTION: TO REMAIN EXIST 12" MAIN PROP ROW EXIST ROW INSTALL 292 LF 36" STEEL ENCASEMENT PIPE BY BOREINSTALL 188 LF 16" DIA. PVC SDR-26 (WWL) BY OPEN CUTINSTALL 500 LF 12" DIA. PVC C900 DR-14 (WL) BY OPEN CUT 820 815 810 805 800 795 EXIST GROUND -1.01% PROP 8" PVC SDR 26 SS 790 785 820 815 810 805 800 795 790 785 N 2+00 3+001+00 F L 8 " S S L = 7 9 9 . 3 9 ' F L 8 " S S L = 7 9 8 . 3 4 ' 4 ' M IN -0.33% 5025250 SCALE: 1"=50' (H), 1"=10' (V) 4+00 R IM E L E V = 8 0 8 . 7 6 ' F L 8 " S S O U T = 8 0 0 . 4 0 ' F L 8 " S S IN = 8 0 0 . 4 8 ' S T A 1 + 0 0 . 0 0 [S S - 3 9 7 9 1 3 ] R IM E L E V = 8 0 4 . 4 5 ' F L 8 " S S O U T = 7 9 8 . 3 6 ' F L 8 " S S IN = 7 9 8 . 4 6 ' S T A 2 + 9 3 . 8 3 [S S - 3 9 7 9 1 3 ] R IM E L E V = 8 0 3 . 5 2 ' F L 8 " S S O U T = 7 9 8 . 2 0 ' F L 8 " S S IN = 7 9 8 . 3 0 ' S T A 3 + 1 4 . 9 8 [S S - 3 9 7 9 1 3 ] SS SDR 26 PVC PROP 8" STA 3983+55 STA 3978+55 TO SEWER P&P - CL 15 JOINT RESTRAINT STA 2+66.16 TO STA 2+41.16 PROP GROUND =STA 2+41.16 TO STA 2+66.16 [SS-397913] STA 3980+54.39, 180.52 RT TO STA 3980+79.39, 180.42 RT [I35 CL] INSTALL 25 LF 24" DIA STEEL ENCASEMENT BY OPEN CUT FROM INSTALL 216 LF 8" DIA PVC ASTM 3034 SDR-26 SS BY OPEN CUT SANITARY SEWER LINE "SS-397931" 4980+00 4985+00 3980+00 E=2199504.95 N=13769295.05 PROP +/- 141 LF 8" DIA PVC ASTM 3034 SDR-26 SS EXIST 8" SSL (SE) CONNECT: 1- 5-FT-DIA MH W/ PRECAST BASE REMOVE EXIST MH AND REPLACE W/ =STA 1+00.00 [SS-397913] STA 3979+13.24, 181.09 RT [I35 CL] PROP +/- 28 LF 8" DIA PVC ASTM 3034 SDR-26 SS E=2199656.34 N=13769445.67 1-5-FT-DIA MH W/CIP BASE INSTALL: = STA 3+14.98 [SS-397931] STA 3981+26.67, 188.25 RT [I35 CL] E=2199504.95 N=13769436.82 PROP +/- 22 LF 8" DIA PVC ASTM 3034 SDR-26 SS SEE SEWER CROSSING P&P 01 SHEET CONNECT TO SS-398131 = STA 2+93.83 [SS-397913] STA 3981+07.06, 180.31 RT [I35 CL] ENCASEMENT 24" DIA STEEL W W W 112.04°99.23°157 .73 °102.11° LB I35 NBFR LC I35 FR ACQUIRE NEW RECORD INFORMATION FROM LOGIX. RATHER THAN CONTINUING ALONG IH 35. UNABLE TOUTILITY RUNNING SOUTH ALONG OLD WIEDERSTEINRECORD INFORMATION PER LOGIX DEPICTS WAS DESIGNATED AND SURVEYED.DIFFERENTIATE BETWEEN WHICH ONE M A IN S IN THIS LOCATION. UNABLE TO PRE S S U R IZ E D AND GRAVITY FORCE RECORD INF O R M A T ION INDICATES TO BE RELOCATED BY OTHERS PROP WATER LINE PROP EOP PROP EOP PROP EOP PROP EOP PROP EOP EXIST EOP EXIST EOP EXIST EOP EXIST ESMT EXIST ESMT EXIST ESMT +/- 194 LF TO BE REMOVED IN CONFLICT WITH PROP BOX CULVERT EXIST 8" WW MAIN SEE SEWER CROSSING P&P 01 SHEET PROP 8" SANITARY SEWER LINE P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 2 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 2 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 2 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 2 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 0 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT 5025250 SCALE: 1"=50' (H), 1"=10' (V) PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER W N IH-35 NBFR 830 825 820 815 835 840 845 850 830 825 820 815 835 840 845 850 0.25%4 ' M IN PROP ROW PROP ROW EXIST GROUND STA 4039+46 STA 4038+37 TO SEWER P&P - CL 16 EXIST EOP EXIST EOP EXIST EOP PROP EOP PROP EOP PROP EOP 15' UTILITY EASEMENT WW-403838 1+00 2+00 PROP 10" PVC SS PROP ESMT PROP ESMT EXIST PVC 12" SS E=2203659.24 N=13773656.81 SCHERTZ STD DETAIL 02081.3 1-5-FT-DIA INTERNAL DROP MH INSTALL: =STA 1+98.72 [SS-403838] STA 4039+39.15, 220.61 RT [I35 CL] 10" PVC SS (BY OTHERS) 5' DIA MANHOLE (BY OTHERS) F L 1 0 " S S = 8 3 6 . 5 2 ' R IM E L E V = 8 4 0 . 5 8 ' F L 1 0 " S S O U T = 8 3 6 . 1 7 ' F L 1 0 " S S IN = 8 3 6 . 2 7 ' C O N N E C T T O E X IS T M A N H O L E B E G IN 1 0 " P V C S S S T A 1 + 0 0 . 0 0 [S S - 4 0 3 8 3 8 ] E=2203591.59 N=13773584.91 ACCORDING TO SCHERTZ STD SPEC 02631 PROP 10" SS (NE) TO EXIST MANHOLE CONNECT: EXIST MH TO REMAIN IN PLACE =STA 1+00.00 [SS-398131] STA 4038+37.93, 220.90 RT [I35 CL] EXIST ROW 1 5 ' 7 ' +/- 460 LF TO BE REMOVED IN CONFLICT WITH ROW PURCHASE EXIST 4" FML CROSSING E=2203640.35 N=13773684.78 TO BE ABANDONED EXIST LIFT STATION STA 4039+46.48, 187.61 LT [I35 CL] 5040+00 4035+00 4040+00 EXIST ROW INSTALL ACCORDING TO SCHERTZ STD SPEC 02534 MIN 0.25% SLOPE, TO BE PLUGED PROP 10" SS (NE) SERVICE STUB (COMPLETE) INSTALL: PROPERTY LINE E=2203671.52 N=13773654.50 CONNECT TO EXIST 12" PVC SS 12" CLEANOUT (LATERAL VALVE BOX) 1- 45° COMBINATION WYE W/ INSTALL: =STA 2+07.56 [SS-403838] STA 4039+46.30, 231.06 RT [I35 CL] PROP 12" PVC SS 0.25% EXIST 12" PVC SS INSTALL 15 LF 12" ASTM D3034 SDR-26 BY OPEN CUT INSTALL 99 LF 10" ASTM D3034 SDR-26 BY OPEN CUT SANITARY SEWER LINE "SS-403838" PROP +/- 99 LF 12" ASTM D3034 SDR-26 W W TH LB I35 NBFR LC I35 F L 1 2 " S S = 8 3 7 . 7 7 ' C O N N E C T T O E X IS T 1 2 " P V C S S E N D 1 2 " P V C S S S T A 2 + 0 7 . 5 6 [S S - 4 0 3 8 3 8 ] R IM E L E V = 8 4 0 . 8 7 ' F L 1 0 " S S O U T = 8 3 6 . 5 2 F L 1 0 " S S IN N E ( S E R V IC E S T U B ) = 8 3 6 . 6 2 ' S T A 1 + 9 8 . 7 2 [S S - 4 0 3 8 3 8 ] W P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 6 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT 5025250 SCALE: 1"=50' (H), 1"=10' (V) PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER N IH-35 NBFR EXIST ROW PROP ROW 765 760 755 750 745 740 735 730 765 760 755 750 745 740 735 730 EXIST GROUND 0.25% 1+00 = S T A 1 + 3 4 . 2 9 [ S S - 4 1 3 8 5 5 ] SEE SHEET SEWER CROSSING P&P 01N SEWER SANITARY PVC PROP 10" F L 1 0 " S S = 7 4 9 . 4 0 ' R IM E L E V = 7 5 2 . 3 2 ' F L 1 0 " S S O U T = 7 4 9 . 3 0 ' F L 1 0 " S S IN = 7 4 9 . 4 0 ' C O N N E C T T O E X IS T 1 0 " P V C S S B E G IN 1 0 " P V C S S S T A 1 + 0 0 . 0 0 [S S - 4 1 3 8 5 5 ] E=2212014.62 N=13778902.81 EXIST MH TO BE REMOVED STA 4138+78.50, 157.51 RT [I35 CL] M A T C H L I N E S T A 4 1 3 8 + 8 3 [ I 3 5 C L ] = S T A 1 + 3 4 . 2 9 [S S - 4 1 3 8 4 9 ] M A T C H L IN E S T A 4 1 3 8 + 8 3 [ I3 5 C L ] STA 4138+83 STA 4133+83 TO SEWER P&P - CL 17 EXIST EOP PROP EOPPROP EOP EXIST EOP PROP EOP EXIST EOP PROP EOP INSTALL 34 LF 10" DIA PVC ASTM 3034 SDR-26 BY OPEN CUT SANITARY SEWER LINE "SS-413849" +/- 31 LF TO BE REMOVED IN CONFLICT WITH ROW PURCHASE EXIST 10" WW MAIN EXIST ESMTEXIST ESMT GRAVITY MAIN 10" ASTM D3034 PVC SDR 26 PROP +/- 34 LF E=2211997.58 N=13778873.99 CONNECT EXISTING 10" SSL (SW) 1- 5-FT-DIA MH W/CIP BASE INSTALL: =STA 1+00.00 [SS-413849] STA 4138+49.15, 173.62 RT [I35 CL] PROP GROUND EXISTING 10" SSL 5135+00 5140+00 PROP ROW W W LB I35 NBFR 151.14° LC I35 FR P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 7 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 7 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 7 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 7 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 1 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT 5025250 SCALE: 1"=50' (H), 1"=10' (V) PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER W N IH-35 NBFR EXIST ROW PROP ROW 0.25% 765 760 755 750 745 740 735 730 765 760 755 750 745 740 735 730 EXIST GROUND 6 . 2 ' 1 3 . 8 ' 2+00 3+00 4+00 5+00 6+00 0.25% PROP SANITARY SEWER EASEMENT = S T A 1 + 3 4 . 2 9 [ S S - 4 1 3 8 4 9 ] = S T A 6 + 3 4 . 7 9 [S S - 4 1 3 8 4 9 ] R IM E L E V = 7 5 4 . 2 5 ' F L 1 0 " S S O U T = 7 5 0 . 3 7 ' F L 1 0 " S S IN = 7 5 0 . 2 7 ' S T A 4 + 5 0 . 0 0 [S S - 4 1 3 8 4 9 ] PROP 10" PVC SDR 26 SS PROP 10" PVC SDR 26 SS E=2212298.73 N=13779052.35 1- 5-FT-DIA MH W/PRECAST BASE INSTALL: 10" ASTM D3034 PVC SDR 26 STA 4+50.00 [SS-413849] STA 4141+99.15, 173.67 RT [I35 CL] E=2212272.64 N=13779055.98 EXIST MH TO BE REMOVED STA 4141+78.56, 157.24 RT [I35 CL] M A T C H L IN E S T A 4 1 3 8 + 8 3 [I 3 5 C L ] M A T C H L IN E S T A 4 1 4 3 + 8 3 [I 3 5 C L ] STA 4143+83 STA 4138+83 TO SEWER P&P - CL 18 EXIST EOP PROP EOP EXIST EOP PROP EOP EXIST EOP PROP EOP +/- 500 LF TO BE REMOVED IN CONFLICT WITH ROW PURCHASE EXIST 10" WW MAIN F L 1 0 " S S = 7 4 9 . 6 5 ' F L 1 0 " S S = 7 4 9 . 9 0 ' F L 1 0 " S S = 7 5 0 . 1 5 ' F L 1 0 " S S = 7 5 0 . 4 9 ' F L 1 0 " S S = 7 5 0 . 7 4 ' FL= 746.26 EXIST 14" FORCE MAIN 180° INSTALL 500 LF 10" DIA PVC ASTM 3034 SDR-26 BY OPEN CUT SANITARY SEWER LINE "SS-413849" GRAVITY MAIN 10" ASTM D3034 PVC SDR 26 PROP +/- 500 LF 4140+00 5140+00 5145+00 C I35 EXIST SANITARY SEWER EASEMENT = S T A 1 + 3 4 . 2 9 [ W W - 4 1 3 8 4 9 ] M A T C H L IN E S T A 4 1 3 8 + 8 3 [ I3 5 C L ] W W W LB I35 NBFR E=2212360.16 N=13779105.91 EXIST MH TO BE REMOVED STA 4142+79.30, 158.90 RT [I35 CL] = S T A 6 + 3 4 . 7 9 [S S - 4 1 3 8 4 9 ] M A T C H L I N E S T A 4 1 4 3 + 8 3 [ I3 5 C L ] L B P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 2 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT 5025250 SCALE: 1"=50' (H), 1"=10' (V) PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER W N IH-35 NBFR PROP ROW GRAVITY MAIN 10" ASTM D3034 PVC SDR 26 PROP +/- 500 LF 750 745 740 735 750 745 740 735 PROP 10" PVC SS 0.25% PROP 10" PVC SS 2.21% EXIST GROUND = S T A 6 + 3 4 . 7 9 [S S - 4 1 3 8 4 9 ] = S T A 1 1 + 3 4 . 8 0 [ S S - 4 1 3 8 4 9 ] 7+00 8+00 9+00 10+00 11+00 4 ' M IN = S T A 1 1 + 3 4 . 8 0 [S S - 4 1 3 8 4 9 ] = S T A 6 + 3 4 . 7 9 [ S S - 4 1 3 8 4 9 ] 755 755 760 760 765 765 770 770 F L 1 0 " S S = 7 5 5 . 2 3 ' F L 1 0 " S S = 7 5 0 . 9 9 ' F L 1 0 " S S = 7 5 1 . 2 4 ' F L 1 0 " S S = 7 5 3 . 0 2 ' F L 1 0 " S S = 7 5 7 . 4 4 ' 2 0 E=2212693.87 N=13779306.54 TO BE REMOVED EXIST MH STA 4146+68.68, 156.38 RT [I35 CL] M A T C H L IN E S T A 4 1 4 3 + 8 3 [ I3 5 C L ] M A T C H L IN E S T A 4 1 4 8 + 8 3 [I 3 5 C L ] M A T C H L I N E S T A 4 1 4 3 + 8 3 [I 3 5 C L ] M A T C H L I N E S T A 4 1 4 8 + 8 3 [ I 3 5 C L ] STA 4148+83 STA 4143+83 TO SEWER P&P - CL 18 EXIST EOPPROP EOP PROP EOP EXIST EOP PROP EOP EXIST EOP INSTALL 500 LF 10" DIA PVC ASTM 3034 SDR-26 BY OPEN CUT SANITARY SEWER LINE "SS-413849" B I35 NBFR R IM E L E V = 7 5 8 . 0 3 ' F L 1 0 " S S O U T = 7 5 1 . 3 0 ' F L 1 0 " S S IN = 7 5 1 . 4 0 ' S T A 8 + 2 5 . 0 0 [S S - 4 1 3 8 4 9 ] E=2212627.41 N=13779220.46 1- 5-FT-DIA MH W/PRECAST BASE INSTALL: 10" ASTM D3034 PVC SDR 26 =STA 8+25.00 [SS-413849] STA 4145+67.63, 196.56 RT [I35 CL] +/- 500 LF TO BE REMOVED IN CONFLICT WITH ROW PURCHASE EXIST 10" WW MAIN 1 4 EXIST UGE PROPERTY LINE 180° 4145+00 5150+00 5145+00 APROX ELEV= 759.45 EXIST UGE TO BE REMOVED EXIST 14" FM MAIN FL= 753.34' EXIST 14" FM TO BE REMOVED FL= 751.96' EXIST 14" FM TO BE REMOVED C I35 5 ' 6 ' 9 ' SEWER EASEMENT PROP SANITARY SEWER EASEMENT EXIST SANITARY EXIST ROW SEWER EASEMENT EXIST SANITARY W W T L L 9 W T T W P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 6 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 6 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 6 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - S S - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 6 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT 5025250 SCALE: 1"=50' (H), 1"=10' (V) PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER N IH-35 NBFR PROP ROW 770 765 760 755 750 745 740 735 770 765 760 755 750 745 740 735 = S T A 1 1 + 3 4 . 8 0 [S S - 4 1 3 8 4 9 ] = S T A 1 1 + 3 4 . 8 0 [ S S - 4 1 3 8 4 9 ] 0.25% EXIST ROW M A T C H L I N E S T A 4 1 4 8 + 8 3 [ I 3 5 C L ] M A T C H L IN E S T A 4 1 4 8 + 8 3 [I 3 5 C L ] STA 4153+83 STA 4148+83 TO SEWER P&P - CL 20 R IM E L E V = 7 6 3 . 8 7 ' F L 1 0 " S S O U T = 7 5 8 . 4 9 ' F L 1 0 " S S IN = 7 5 8 . 5 9 ' E N D 1 0 " P V C S S S T A 1 1 + 6 3 . 9 0 [S S - 4 1 3 8 4 9 ] R IM E L E V = 7 6 5 . 1 3 ' F L 1 0 " S S O U T = 7 5 8 . 3 4 ' F L 1 0 " S S IN = 7 5 8 . 4 4 ' S T A 1 1 + 4 2 . 2 1 [S S - 4 1 3 8 4 9 ] INSTALL 30 LF 10" DIA PVC ASTM 3034 SDR-26 BY OPEN CUT SANITARY SEWER LINE "SS-413855" E=2212894.26 N=13779426.79 EXISTING 10" SS (E) CONNECT: TIE TO EXISTING 10" SS 1- 5-FT-DIA MH W/CIP BASE =STA 11+63.90 [SS-413849] STA 4149+02.37, 155.06 RT [I35 CL] TO BE REMOVED 10" SSL GRAVITY MAIN EXIST MANHOLE EXIST GROUND EXIST EOP EXIST EOP EXIST EOP 120.50° +/- 19 LF TO BE REMOVED IN CONFLICT WITH ROW PURCHASE EXIST 10" WW MAIN 60° PROP 8" GAS LINE EXIST ROW 5155+00 4150+00 EXIST EOP P R O P 1 4 " F M = 7 5 5 . 4 7 ' S T A 1 1 + 4 8 . 3 2 [S S - 4 1 3 8 4 9 ] SEWER EASEMENT 16' PROP SANITARY 1 6 ' 8 ' PROP +/- 8 LF 10" DIA PVC ASTM 3034 SDR-26 E=2212894.32 N=13779405.09 PROP +/- 22 LF 10" DIA PVC ASTM 3034 SDR-26 1- 5-FT-DIA MH W/PRECAST BASE INSTALL: =STA 11+42.21 [SS-413849] STA 4148+91.37, 173.76 RT [I35 CL] W W LB I35 NBFR LC I35 FR B P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 7 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 7 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 7 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 8 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 7 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT 5025250 SCALE: 1"=50' (H), 1"=10' (V) PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER W N IH-35 NBFR PROP ROW 750 745 740 735 750 745 740 735 PROP 14" HDPE FM 2.73% EXIST GROUND 1+00 4 ' M IN 755 755 760 760 765 765 770 770 2 0 M A T C H L IN E S T A 4 1 4 8 + 8 3 [I 3 5 C L ] M A T C H L I N E S T A 4 1 4 8 + 8 3 [ I 3 5 C L ] 21 EXIST EOPPROP EOP PROP EOP EXIST EOP PROP EOP EXIST EOP B I35 NBFR 2+00 3+00 SEWER EASEMENT PROP SANITARY +/- 262 LF TO BE REMOVED IN CONFLICT PROP 10" SSL EXIST 14" FM MAIN SEWER EASEMENT PROP SANITARY PROPERTY LINE F L 1 4 " F M = 7 5 4 . 2 1 ' F L 1 4 " F M = 7 5 6 . 9 3 ' 2.73% PROP 14" HDPE FM 2 ' M IN 2 ' M IN INSTALL 256 LF 14" HDPE AWWA C906 SDR-11 BY OPEN CUT FORCE MAIN LINE "FM-414631" EXIST UGE E=2212664.59 N=13779283.16 EXIST 14" HDPE FORCE MAIN PROP 14" HDPE FORCE MAIN CONNECT: 1-45° BEND FUSED JOINT INSTALL: =STA 1+00.00 [FM-414631] STA 4146+31.57, 161.57 RT [I35 CL] F L 1 4 " F M = 7 4 9 . 2 1 ' 1 - 4 5 ° V E R T IC A L B E N D IN S T A L L : S T A 1 + 2 1 . 8 3 ~ 1 4 " F M F L 1 4 " F M = 7 5 0 . 3 5 ' 1 - 4 5 ° V E R T IC A L B E N D IN S T A L L : S T A 1 + 6 1 . 8 3 ~ 1 4 " F M 1 - A IR R E L E A S E V A L V E IN S T A L L : S T A 1 + 6 4 . 7 2 [F M - 4 1 4 6 3 1 ] F L 1 4 " F M = 7 5 1 . 4 9 ' E X IS T 1 4 " H D P E F O R C E M A IN P R O P 1 4 " H D P E F O R C E M A IN C O N N E C T : 1 - 4 5 ° B E N D F U S E D J O IN T IN S T A L L : S T A 1 + 0 0 . 0 0 [F M - 4 1 4 6 3 1 ] F L 1 4 " F M = 7 5 1 . 9 6 ' 1 - 4 5 ° V E R T IC A L B E N D IN S T A L L : S T A 1 + 1 7 . 4 1 [F M - 4 1 4 6 3 1 ] F L 1 4 " F M = 7 5 3 . 2 2 ' 1 - 4 5 ° V E R T IC A L B E N D IN S T A L L : S T A 1 + 6 2 . 7 2 [F M - 4 1 4 6 3 1 ] PROP GROUND = S T A 3 + 5 5 . 2 5 [ F M - 4 1 4 6 3 1 ] E=2212674.09 N=13779280.73 1-45° BEND FUSED JOINT INSTALL: =STA 1+09.81 [FM-414631] STA 4146+38.51, 168.51 RT [I35 CL] 2 0 ' 1 1 . 2 ' EXIST ROW = S T A 3 + 5 5 . 2 5 [F M - 4 1 4 6 3 1 ] STA 4148+83 STA 4143+83 TO FORCE MAIN P&P - CL 8 . 8 ' C I35 FR 4145+00 5145+00 5150+00 E X IS T 1 4 " F M = 7 5 2 . 5 7 ' E X IS T 1 4 " F M = 7 5 3 . 3 4 ' E=2212721.34 N=13779308.72 1- 1" AIR RELEASE VALVE INSTALL: =STA 1+64.72 [FM-414631] STA 4146+93.42, 168.50 RT [I35 CL] PROP +/- 256 LF 14" HDPE FORCE MAIN AWWA C906 SDR-11 W W T L L W T T W P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e fa u lt a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 8 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 8 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 8 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \I3 5 N E X - F M - N B F R 4 9 . d g n 3 / 7 /2 0 2 5 1 1 :1 4 :5 8 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ LEGEND W2-12-D 8"SS GAS LINE OVERHEAD ELECTRIC WATER LINE SANITARY SEWER LINE SANITARY SEWER MH FIRE HYDRANT ASSEMBLY WATER VALVE SERVICE RELAY RELOCATE METER PRESSURE REDUCING VALVE BLOW OFF VALVE TBPELS FIRM REGISTRATION #312 UG TELE Texas Department of Transportation 2021C EXISTING PROPOSED STORM SEWER PROPOSED UTILITIES WITHIN THE PLANS. CHANGES TO THE INSTALLATION OF THE ANY DIFFERENCES THAT WILL CAUSE CONTRACTOR WILL NOTIFY ENGINEER OF OR PRIVATE, PRIOR TO CONSTRUCTION. LOCATING ALL UTILITIES WHETHER PUBLIC CONTRACTOR SHALL BE RESPONSIBLE FOR LUMINAIRES UNDERGROUND TELECOM NGAS MAIN OH ELEC FORCE MAIN LINE 16" FM T8-01 G4-4 WW5-12-D TRAFFIC CONDUIT TRAFFIC LIGHT 5025250 SCALE: 1"=50' (H), 1"=10' (V) PROPOSED ELECTRICAL SERVICE GROUND BOX PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312. OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410 THE RECORD COPY OF THE DRAWING IS ON FILE AT THE OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED ASSOCIATED WORK. BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6. PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM). IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5. PROPOSED/NATURAL. CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4. ALLOWABLE DEFLECTION. NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3. FINAL ROADWAY IMPROVEMENTS. PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2. CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1. NOTES: STEEL ENCASEMENT S TATE OF T EXAS P ROF E SS IONAL ENGINEER 107722 L ED CENS I NOAH S. SHAFFER N IH-35 NBFR PROP ROW 770 765 760 755 750 745 770 765 760 755 750 745 EXIST ROW M A T C H L I N E S T A 4 1 4 8 + 8 3 [ I 3 5 C L ] M A T C H L IN E S T A 4 1 4 8 + 8 3 [I 3 5 C L ] 22 EXIST GROUND EXIST EOP EXIST EOP EXIST EOP+/- 338 LF TO BE REMOVED IN CONFLICT WITH PROP 10" SSL EXIST 14" FM MAIN 4+00 5+00 6+00 7+00 F L 1 4 " F M L = 7 5 9 . 6 7 ' SEWER EASEMENT PROP SANITARY 4 ' M IN 2 ' M IN P R O P 1 0 " S S = 7 5 8 . 5 6 ' F L 1 4 " F M = 7 6 2 . 4 0 ' F L 1 4 " F M = 7 6 5 . 1 3 ' F L 1 4 " F M = 7 6 7 . 8 6 ' E X IS T 1 4 " H D P E F O R C E M A IN P R O P 1 4 " H D P E F O R C E M A IN C O N N E C T : F U S E D J O IN T = S T A 7 + 0 0 . 0 5 [F M - 4 1 4 6 3 1 ] S T A 4 1 4 5 + 7 4 . 4 0 , 1 6 9 . 9 7 R T [I3 5 C L ] PROP 14" HDPE FM 2.73% E=2212901.63 N=13779410.33 1-45° BEND FUSED JOINT INSTALL: =STA 3+73.48 [FM-414631] STA 4149+00.32, 172.99 RT [I35 CL] E=2212895.48 N=13779411.90 1-45° BEND FUSED JOINT INSTALL: =STA 3+67.14 [FM-414631] STA 4148+95.84, 168.50 RT [I35 CL] EXIST ROW 8 ' 1 6 ' EXIST SIGN TO REMAIN IN PLACE E=2212927.44 N=13779425.62 1-11.25° BEND FUSED JOINT INSTALL: =STA 4+03.48 [FM-414631] STA 4149+30.32, 172.98 RT [I35 CL]E=2213165.27 N=13779555.27 1-11.25° BEND FUSED JOINT INSTALL: =STA 6+75.14 [FM-414631] STA 4152+01.02, 182.66 RT [I35 CL] E=2213180.68 N=13779559.12 EXIST 14" HDPE FORCE MAIN PROP 14" HDPE FORCE MAIN CONNECT: 1-45° BEND FUSED JOINT INSTALL: =STA 6+91.09 [FM-414631] STA 4152+16.24, 187.20 RT [I35 CL] 1 - A IR R E L E A S E V A L V E IN S T A L L : S T A 3 + 7 5 . 7 6 [F M - 4 1 4 6 3 1 ] INSTALL 346 LF 14" HDPE AWWA C906 SDR-11 BY OPEN CUT FORCE MAIN LINE "FM-414631" 775 775 780 780 E=2212974.28 N=13779442.11 1-11.25° BEND FUSED JOINT INSTALL: =STA 4+53.14 [FM-414631] STA 4149+79.03, 182.67 RT [I35 CL] F L 1 4 " F M L = 7 5 5 . 6 7 ' 1 - 9 0 ° V E R T IC A L B E N D F U S E D J O IN T IN S T A L L : S T A 3 + 7 1 . 7 6 [F M - 4 1 4 6 3 1 ] F L 1 4 " F M L = 7 5 5 . 2 6 ' 1 - 4 5 ° V E R T IC A L B E N D F U S E D J O IN T IN S T A L L : S T A 3 + 6 0 . 7 6 [F M - 4 1 4 6 3 1 ] F L 1 4 " F M L = 7 5 8 . 4 5 ' 1 - 4 5 ° V E R T IC A L B E N D F U S E D J O IN T IN S T A L L : S T A 3 + 5 5 . 2 1 [F M - 4 1 4 6 3 1 ] F L 1 4 " F M L = 7 5 8 . 9 6 ' 1 - 9 0 ° V E R T IC A L B E N D F U S E D J O IN T IN S T A L L : S T A 3 + 7 1 . 7 6 [F M - 4 1 4 6 3 1 ] E=2213172.93 N=13779557.96 1-11.25° BEND FUSED JOINT INSTALL: STA 4152+08.98, 184.25 [414631] = S T A 3 + 5 5 . 2 5 [F M - 4 1 4 6 3 1 ] = S T A 3 + 5 5 . 2 5 [ F M - 4 1 4 6 3 1 ] STA 4153+83 STA 4148+83 TO FORCE MAIN P&P - CL 4150+00 5155+00 5150+00 E=2212903.35 N=13779411.35 1- 1" AIR RELEASE VALVE INSTALL: =STA 3+75.76 [FM-414631] STA 4149+02.33, 172.99 RT [I35 CL] ENCASEMENT24" STEEL AWWA C906 SDR-11 PROP +/- 346 LF 14" HDPE FORCE MAIN =STA 3+78.48 TO 3+98.48 [FM-414631] FROM STA 4149+05.32 TO 4149+25.32 [I35 CL] ENCASEMENT(MIN 3/8" THICK) BY OPEN CUT INSTALL 20 LF 24" STEEL WARNING!!! EX UGE W W LB I35 NBFR LC I35 FR P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M 2 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 1 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 4 :5 9 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 23 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M 2 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 2 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 0 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 24 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M 2 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 3 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 1 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 25 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M 2 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 4 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 2 A M ##+## ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 26 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M 2 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 5 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 7 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M 2 P D F _ 2 D _ M O N _ H W _ C R _ 1 5 0 . p lt D e s ig n a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M a h 5 2 0 0 H A L F F A : \3 5 0 0 0 s \ 3 5 0 0 5 \ 0 1 5 \ P W \C A D D \S h e e t s \C E - I3 5 N E X - S S - D T L S - 0 6 - 3 5 0 0 5 . D G N 3 / 7 /2 0 2 5 1 1 :1 5 :0 3 A M ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ TBPELS FIRM REGISTRATION #312 Texas Department of Transportation 2021C PROJECT RELOCATION SEWER IH-35NEX DSGN: NS, RDL CHECKED: PD, KA AI, JB DRWN: AT, JG, CHECKED: PD, KA COMAL 0016 05 111, ETCSAT DIST. STATE NO. FED. RD. DIV. NO.STATE TEXAS COUNTY NO. CONTROL PROJECT NO. SECTION NO.JOB NO. NO. SHEET 18 Form ROW-U-35 (Rev. 03/24) 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 The Utility proposed to request reimbursement based on an agreed lump sum amount supported by a detailed cost analysis. Form ROW-U-35 (Rev. 03/24) Page 7 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “C” Schedule of Work Estimated Start Date (mm/dd/yyyy): 09/01/2027, subject to physical work restrictions prior to the issuance of environmental clearance as required by the provisions of this agreement. (If construction will be joint bid and included in the highway contract, enter the project let date.) Estimated Duration (number of days): 577 Estimated Completion Date (mm/dd/yyyy): 03/31/2029 Form ROW-U-35 (Rev. 03/24) Page 8 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “D” Statement Covering Contract Work Construction Contract: Complete form ROW-U-48 and ROW-U-48-1 if applicable. 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 a utility engineering consultant. ROW-U-48-1 (09/18) Page 1 of 2 Statement Covering Utility Construction Contract Work – In the State’s Highway Construction Contract (As Referenced in Form ROW-U-48, Option E) Work Responsibilities A. The Utility shall provide the following services under this contract: i. Responsible for engaging the services of a Texas Registered Professional Engineer to prepare drawings and technical specifications for relocations and adjustments along IH 35 North NEX. ii. Provide the plans and specifications to the State to include in the current planning specifications and estimate package being prepared by representatives of the Texas Department of Transportation’s New Braunfels Area Office. iii. Secure all necessary permitting as may be required for the installation of the water line. iv. Arrange and coordinate with the contractor, through the State, materials and equipment testing, rejection of all work not conforming to minimum requirements of the construction contract documents, maintenance of the proposed waterline during construction, and the relocation of waterline and connection of services to customers. v. Advise the State of work that Utility determines should be corrected or rejected. vi. Arrange, observe, and inspect all acceptance testing and notify the State of the results of these activities. vii. Provide inspection services for the construction, notify the State of defects and deficiencies in the work, and observe actions of the contractor to correct such defects and deficiencies. viii. Assume all responsibility for the maintenance of the existing waterline during and upon completion of the construction contract. ix. Ensure all Texas Commission on Environmental Quality and all other regulatory rules, regulations and laws are strictly adhered to. x. Prepare and submit both a certificate of substantial completion and a list of observed items requiring completion or correction for the relocations and adjustments to the Project Engineer for concurrence. xi. Coordinate all construction activities performed by Utility’s staff for the relocations and adjustments through the Project Engineer. ROW-U-48-1 (09/18) Page 2 of 2 B. The State shall provide the following services under this contract: i. Combine the waterline relocation and adjustment plans with the plans being prepared for the Project. ii. Review and approve the final construction plans prior to any construction- related activities. In order to ensure federal and/or state funding eligibility, projects must be authorized by the State prior to advertising for construction. iii. Advertise for construction bids, issue bid proposals, receive and tabulate the bids, and award and administer the contract for construction of the Project. iv. Negotiate and administer all field changes and change orders required for the Project. All change orders increasing construction costs for Utility’s Project shall be submitted to Utility for review and approval together with an evaluation. Utility agrees to review and either approve or disapprove all change orders within five (5) business days after receipt of such order unless Utility Board’s approval is necessary in which case Utility shall bring the item to Utility Board as soon as reasonably possible. v. Provide overall project management to supervise the day-to-day activities of the construction and monitor the activities of the contractor to promote the timely and efficient completion of the Project in accordance with the approved Plans and Specifications and construction schedule. vi. Conduct field observations and coordinate with Utility’s inspectors and the contractor to cure defects and deficiencies in the construction prior to final acceptance. vii. Make timely payment to the contractor for work performed in connection with the Project. viii. Ensure access and permit Utility’s inspectors and other authorized representatives to inspect the waterline construction at all times. ix. Conduct and coordinate final inspection of the Project in the presence of Utility’s Engineer and Inspector, transmit final list of items to be completed or repaired and observe contractor correction of same. x. Maintain job file. Staff Title Activity Hours Rate Total Travis Westbrook Engineer Teams calls 42 $41.32 $1,735.44 Tammy Lawrence Admin Asst Teams calls/pm 142 $37.48 $5,322.16 Eric Schulze Engineer Project Manager 296 $73.56 $21,773.76 Kathy Woodlee Engineering City Engineer/PM 60 $106.00 $6,360.00 Jerad Moheit Water Lead Water / Sewer Tie Ins 132 $56.09 $7,403.88 Paul Lopez Water Crew Water / Sewer Tie Ins 132 $57.36 $7,571.52 Jeremy Ryel Water Crew Water / Sewer Tie Ins 132 $45.49 $6,004.68 $56,171.44 HUMAN RESOURCE DEPARTMENT Alamo NEX 7330 San Pedro Ave Suite 600 San Antonio, TX 78216 August 27, 2024 Dear Sir or Madam, My name is Jessica Kurz, and I am the Director of HR and Purchasing for the City of Schertz. I am writing to confirm the hourly and overtime wages for the following employees: Kathy Woodlee City Engineer $106.00/hour $153.53/OT Eric Schulze Senior Engineer $73.56/hour $106.51/OT Tammy Lawrence Admin Assistant $37.48/hour $51.86/OT Travis Westbrook Engineer $41.32/hour $59.56/OT Samuel Lopez Inspector $45.79/hour $64.29/OT Bryan Timmons Inspector $42.76/hour $59.78/OT Herman Pacheco Inspector $43.55/hour $62.82/OT Jerad Moheit Public Works $56.09/hour $75.64/OT Paul Lopez Public Works $57.36/hour $70.04/OT Jeremy Ryel Public Works $45.49/hour $57.36/OT Please contact me with any questions. I can be reached at jkurz@schertz.com or I can be reached directly by phone at 210.619.1152. Sincerely, Jessica Kurz Director of HR and Purchasing EXHIBIT B - FEE SCHEDULE POSITION Sr. Project Project Manager/Mid Project Construction Admin Sr. RPLS SUE/Survey Crew SUE Test Construction Total Cost DESCRIPTION Manager/QAQC Sr. Engineer Engineer Inspector IV Assistant Manager 2-man Holes (ea)Truck (mo)Labor hrs. BILLABLE LABOR RATES $297.00 $223.00 $177.00 $129.00 $140.00 $80.00 $252.00 $196.00 $3,000.00 $1,500.00 Hour Hour Hour Hour Hour Hour Hour Hour Each Month a) Project Management and Coordination (21 months construction) 20 24 44 $7,860.00 b) Prepare Monthly Invoices and Progress Reports (Assumes 21 Invoices) 21 21 42 $7,917.00 c) Project Meetings (Assumes 20 meetings) 21 42 63 $12,117.00 Total Hours 62 0 0 0 42 45 0 0 0 0 149 HOURS SUB-TOTALS 62 0 0 0 42 45 0 0 0 0 149 - BILLABLE RATE $297.00 $223.00 $177.00 $129.00 $140.00 $80.00 $252.00 $196.00 $3,000.00 $1,500.00 - TOTAL - PHASE 1 $18,414.00 $0.00 $0.00 $0.00 $5,880.00 $3,600.00 $0.00 $0.00 $0.00 $0.00 $27,894.00 TASK 1 Construction Observation (Assumes 3 months Construction)15 240 3.00 255 $38,058.00 TASK 2 0 $0.00 TASK 3 0 $0.00 Total Hours 15 0 0 0 240 0 0 0 0 3 255 HOURS SUB-TOTALS 15 0 0 0 240 0 0 0 0 3 255 - BILLABLE RATE PER $297.00 $223.00 $177.00 $129.00 $140.00 $80.00 $252.00 $196.00 $3,000.00 $1,500.00 - TOTAL - PHASE 2 $4,455.00 $0.00 $0.00 $0.00 $33,600.00 $0.00 $0.00 $0.00 $0.00 $4,500.00 $42,555.00 TASK 1 Construction Observation (Assumes 18 months Construction)54 1440 18 1494 $217,656.00 0 $0.00 0 $0.00 0 $0.00 Total Hours 54 0 0 0 1440 0 0 0 0 18 1494 HOURS SUB-TOTALS 54 0 0 0 1440 0 0 0 0 18 1494 - BILLABLE RATE $297.00 $223.00 $177.00 $129.00 $140.00 $80.00 $252.00 $196.00 $3,000.00 $1,500.00 - TOTAL - PHASE 3 $16,038.00 $0.00 $0.00 $0.00 $201,600.00 $0.00 $0.00 $0.00 $0.00 $27,000.00 $244,638.00 HOURS SUB-TOTALS 131 0 0 0 1722 45 0 0 0 21 1898 $315,087.00 BILLABLE RATE $297.00 $223.00 $177.00 $129.00 $140.00 $80.00 $252.00 $196.00 $3,000.00 $1,500.00 1898 TOTAL PROJECT SUMMARY $38,907.00 $0.00 $0.00 $0.00 $241,080.00 $3,600.00 $0.00 $0.00 $0.00 $31,500.00 $315,087.00 TOTAL PROJECT SUMMARY IH35_NEX_Utility_Relocations Construction Services - City of Schertz Estimated Level of Effort PHASE 1 SUMMARY PROJECT STARTUP & MANAGEMENT & COORDINATION No. Sheets Engineer EIT PHASE 2 PHASE 3 SUMMARY SUMMARY WASTEWATER OBSERVATION WATER I-35 NEX North - City of Schertz Form ROW-U-35 (Rev. 03/24) Page 9 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “E” Utility Joint Use Agreement – (ROW-U-JUA) and/or RULIS Permit Utility Joint Use Agreement (ROW–U–JUA) Plans with joint use area highlighted are included. RULIS Permit Number: TBD The utility should obtain an approved permit before the start of construction inside of the highway right of way. Quitclaim will be submitted at the Final Billing Form ROW-U-35 (Rev. 03/24) Page 10 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “F” Eligibility Ratio Eligibility Ratio established: 100 % Non-interstate Highway (Calculations attached) Interstate Highway Toll Road SP2125 Approved Application (100%) Minute Order #: Master Utility Agreement 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% EXAMPLE Form ROW-U-35 (Rev. 03/24) Page 11 ______ __________ ______ __________ Initial Date Initial Date TxDOT Utility Attachment “G” Betterment Calculation and Estimate Elective Betterment Ratio established: % Calculation is attached and the justification is included below A betterment and an in-kind estimate are included Forced Betterment To comply with regulated industry standards, laws, and regulations. (Supporting documentation required) To comply with published current design practice followed by the utility in its own work. (Supporting documentation required) Due to proposed roadway design. (Provide explanation below) Not Applicable A statement explaining Elective and/or Forced Betterment: Form ROW-U-35 (Rev. 03/24) 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. Supporting documentation for existing easements is required for easement replacement. Toll Road (Supporting documentation of compensable property interest required if more than 50% eligibility ratio is applied) SP2125 Master Utility Agreement Page 1 of 4 August 8, 2024 County:Comal Highway:IH 35 C.C.S.J.:0016-05-111 R.C.S.J.:0016-06-115 AVO:35005.015 LEGAL DESCRIPTION OF PARCEL 3 PART 1 Being a 0.0105 acre (457 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of Lot 1, Block 1 of the Texas Tack and Trailer subdivision recorded on March 10, 2005 under Document Number 200506009115 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.) and a portion of a called 15.000 acre tract described to Schertz 35, LLC. recorded on January 7, 2008 under Document Number 200806000649 of the O.P.R.C.C.T.; said 0.0105 acre parcel being more particularly described as follows: COMMENCING, at a Mag nail with washer stamped “TXDOT SAT SURVEY” found on the existing northwest right-of-way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) (Document Number 202106030671, O.P.R.C.C.T) for a south corner of said Lot 1 and said 15.000 acre tract; THENCE, North 59° 21’ 21” East, along the existing northwest R.O.W. line of said Interstate Highway 35 and the south line of said Lot 1 and said 15.000 acre tract, a distance of 101.03 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the POINT OF BEGINNING and south corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,779,077.02, E: 2,211,679.88; 1)THENCE,North 30° 54’ 53” West, crossing said Lot 1 and said 15.000 acre tract, a distance of 41.44 feet to a point for the west corner of the herein described parcel; 2)THENCE,North 59° 21’ 21” East, continuing across said Lot 1 and said 15.000 acre tract, a distance of 11.02 feet to a ½” iron rod with blue plastic cap stamped “HALFF ESMT” set on the northeast line of said Lot 1 and said 15.000 acre tract, and on the southwest line of a called 20 acre tract described to Schertz 35, LLC recorded on November 18, 2016 under Document Number 201606044069 of the O.P.R.C.C.T., and the west line of a 16 foot sanitary sewer easement described to the City of Schertz recorded on April 13, 2009 under Document Number 200906011952 of the O.P.R.C.C.T. for the north corner of the herein described parcel; 3)THENCE, South 30° 54’ 53” East (South 30° 25’ 09” East – record call) along the east line of said Lot 1 and said 15.000 acre tract and the southwest line of said 20 acre tract and said 16 foot easement, a distance of 41.44 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set in the existing northwest R.O.W. line of said Interstate Highway 35 for the east corner of the herein described parcel; 4)THENCE, South 59° 21’ 21” West (North 59° 21’ 21” East – record call) along the existing northwest R.O.W. line of said Interstate Highway 35 and the south line of said Lot 1 and said 15.000 acre tract, a distance of 11.02 feet to the POINT OF BEGINNING and containing 0.0105 acres (457 square feet) of land. Page 2 of 4 August 8, 2024 PART 2 Being a 0.0082 acre (356 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 20 acre tract of land described to Schertz 35, LLC recorded on November 18, 2016 under Document Number 201606044069 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.0082 acre parcel being more particularly described as follows: COMMENCING, at a magnetic nail found on the existing northwest right-of-way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) (Document Number 202106030671, O.P.R.C.C.T) for a south corner of Lot 1, Block 1 of the Texas Tack and Trailer subdivision recorded on March 10, 2005 under Document Number 200506009115 of the O.P.R.C.C.T. and a south corner of a called 15.000 acre tract described to Schertz 35, LLC recorded on January 7, 2008 under Document Number 200806000649 of the O.P.R.C.C.T.; THENCE, North 59° 21’ 21” East, along the existing northwest R.O.W. line of said Interstate Highway 35 and the south line of said Lot 1 and said 15.000 acre tract, passing at a distance of 112.05 feet a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the south corner of said 20 acre tract and the south corner of a 16 foot sanitary sewer easement described to the City of Schertz recorded on April 13, 2009 under Document Number 200906011952 of the O.P.R.C.C.T., continuing for a total distance of 128.05 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the POINT OF BEGINNING and the south corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,779,090.79, E: 2,211,703.12; 1)THENCE,North 30° 54’ 53” West, crossing said 20 acre tract along the northeast line of said 16 foot easement, a distance of 41.44 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the west corner of the herein described parcel; 2)THENCE,North 59° 21’ 21” East, continuing across said 20 acre tract, a distance of 8.58 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the north corner of the herein described parcel; 3)THENCE,South 30° 54’ 53” East, continuing across said 20 acre tract a distance of 41.44 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set on the northwest R.O.W. line of said Interstate Highway 35 and the south line of said 20 acre tract for the east corner of the herein described parcel; 4)THENCE, South 59° 21’ 21” West, along the existing northwest R.O.W. line of said Interstate Highway 35 and the southeast line of said 20 acre tract, a distance of 8.58 feet to the POINT OF BEGINNING and containing 0.0082 acres (356 square feet) of land. Acreage Table Part 1 0.0105 acres 457 square feet Part 2 0.0082 acres 356 square feet Total 0.0187 acres 813 square feet Page 3 of 4 August 8, 2024 Notes: 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. This survey was prepared without the benefit of a title commitment, matters of record may exist where non are shown. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. ______________________________________ Amanda M. Jonas Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 08/08/2024 Page 1 of 4 August 8, 2024 County:Comal Highway:IH 35 C.C.S.J.:0016-05-111 R.C.S.J.:0016-06-115 AVO:35005.015 LEGAL DESCRIPTION OF PARCEL 4 Being a 0.0067 acre (292 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 0.119 acre tract of land described to Green Side Investments Group, Inc. recorded on March 19, 2001 under Document Number 200106009338 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.0067 acre parcel being more particularly described as follows: COMMENCING,at a 3-¼ inch aluminum cap stamped “TEXAS DEPT OF TRANSPORTATION R.O.W. MONUMENT” found on the existing southeast right-of-way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) (Document Number 202206005289, O.P.R.C.C.T.) for a corner at a jog in said R.O.W. and a corner on a northwest line of a called 80.4996 acre tract of land described as Tract One to Nolly Caribbean Properties, LLC. recorded on June 15, 2017 under Document Number 201706029109 of the O.P.R.C.C.T.; THENCE,North 30° 51’ 03” West, along the existing southeast R.O.W. line of said Interstate Highway 35 and a northwest line of said 80.4996 acre tract, a distance of 20.00 feet to a point for a corner of said jog in existing southeast R.O.W. line of said Interstate Highway 35 and a corner on a northwest line of said 80.4996 acre tract; THENCE,South 59° 13’ 32” West, along the existing southeast R.O.W. line of said Interstate Highway 35 and a northwest line of said 80.4996 acre tract, a distance of 13.08 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set on the existing southeast R.O.W. line of said Interstate Highway 35 for the POINT OF BEGINNING and the northeast corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,778,792.60, E: 2,211,834.39; 1)THENCE,South 28° 10’ 33” East (South 27° 47’ 53” East – deed call) along a northeast line of said 0.119 acre tract and a west line said 80.4996 acre tract, a distance of 12.94 feet, to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the east corner of said 0.119 acre tract and the east corner of the herein described parcel; 2)THENCE,South 18° 10’ 12” West (South 18° 33” 01” West – deed call) along an east line of said 0.119 acre tract and a west line said 80.4996 acre tract, a distance of 10.81 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set on the east line of said 0.119, and the west line of said 80.4996 acre tract for the southeast corner of the herein described parcel; 3)THENCE,South 59° 08’ 57” West, crossing said 0.119 acre tract, a distance of 8.15 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the south corner of the herein described parcel; Page 2 of 4 August 8, 2024 4)THENCE,North 30° 51’ 03” West, continuing across said 0.119 acre tract, a distance of 16.17 feet to a Mag nail with washer set on the west line of said 0.119 acre tract and the east line of a called 0.707 acre tract described to 35 Investments, LTD. recorded on February 15, 2006 under Document Number 200606006391 of the O.P.R.C.C.T. for the west corner of the herein described parcel; 5)THENCE,North 20° 07’ 20” East (North 20° 30’ 00” East – deed call) along the west line of said 0.119 acre tract and the east line of said 0.707 acre tract, a distance of 6.14 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set on the existing southeast R.O.W. line of said Interstate Highway 35, the west line of said 0.119 acre tract and the east line of said 0.707 acre tract for the northwest corner of the herein described parcel; 6)THENCE,North 59° 13’ 32” East (South 59° 13’ 32” East – record call) along the existing southeast R.O.W. line of said Interstate Highway 35 and a north line of said 0.119 acre tract, a distance of 12.15 feet to the POINT OF BEGINNING and containing 0.0067 acres (292 sq. ft.) of land; Page 3 of 4 August 8, 2024 Notes: 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. Commitment for title insurance prepared by Alamo Title Insurance, GF No. SAT-08-4000082401325, effective date of June 23, 2024, and issued on June 27, 2024. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. ______________________________________ Amanda M. Jonas Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 08/08/2024 Page 1 of 3 August 9, 2024 County:Comal Highway:IH 35 C.C.S.J.:0016-05-111 R.C.S.J.:0016-06-115 AVO:35005.015 LEGAL DESCRIPTION OF PARCEL 5 Being a 0.2189 acre (9,534 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 80.4996 acre tract of land described as Tract 1 to Nolly Caribbean Properties, LLC recorded on June 15, 2017 under Document Number 201706029109 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.2189 acre parcel being more particularly described as follows: COMMENCING,at a ½ inch iron rod found for a north corner of said 80.4996 acre tract and the southeast corner of a called 0.0342 acre tract of land described as Tract 2 to the Purpose Church recorded on September 28, 2022 under Document Number 202206042907 of the O.P.R.C.C.T. from which a ½ inch iron rod found at an angle corner of said 80.4996 acre tract bears South 83° 57’ 22” East, a distance of 263.09 feet; THENCE,South 81° 13’ 01” West, crossing said 80.4996 acre tract, a distance of 73.78 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the POINT OF BEGINNING and the east corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,779,278.15, E: 2,212,691.72; 1)THENCE,South 59° 20’ 33” West, continuing across said 80.4996 acre tract, a distance of 700.80 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set on the east line of a called 0.517 acre variable width utility easement described to the City of Schertz, Texas recorded on February 10, 2022 under Document Number 202206006618 for the southwest corner of the herein described parcel; 2)THENCE,North 37° 05’ 33” East, continuing across said 80.4996 acre tract and along the east line of said 0.517 acre easement, a distance of 37.39 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the northwest corner of the herein described parcel; 3)THENCE,North 59° 21’ 14” East, continuing across said 80.4996 acre tract and along the southeast line of a called 0.283 acre 16 foot sanitary sewer easement described to Guadco Municipal Utility Districts No. 1 and No. 2 recorded on September 25, 1986 in Volume 531, Page 835 of the O.P.R.C.C.T., a distance of 652.14 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the northeast corner of the herein described parcel; 4)THENCE,South 75° 43’ 01” East, continuing across said 80.4996 acre tract and along the south line of a called 0.013 acre variable width utility easement described to the City of Schertz, Texas recorded on February 10, 2022 under Document Number 202206006619, a distance of 19.86 feet to the POINT OF BEGINNING and containing 0.2189 acre (9,534 sq. ft.) of land; Page 2 of 3 August 9, 2024 Notes: 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. Commitment for title insurance prepared by Alamo Title Insurance, GF No. SAT-08-4000082401326, effective date of June 23, 2024, and issued on June 28, 2024. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. ______________________________________ Amanda M. Jonas Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 Page 1 of 3 August 8, 2024 County:Comal Highway:IH 35 C.C.S.J.:0016-05-111 R.C.S.J.:0016-06-115 AVO:35005.015 LEGAL DESCRIPTION OF PARCEL 6 Being a 0.0575 acre (2,506 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 4.626 acre tract of land described as Tract 1 and a portion of a called 0.0342 acre tract of land described as Tract 2 to The Purpose Church recorded on September 28, 2022 under Document Number 202206042907 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.0575 acre parcel being more particularly described as follows: COMMENCING,at a ½ inch iron rod found on the north line of a called 80.4996 acre tract of land described as Tract One to Nolly Caribbean Properties, recorded on June 15, 2017 under Document Number 201706029109 of the O.P.R.C.C.T. for the southwest corner of said 4.626 acre tract and the southeast corner of said 0.0342 acre tract from which a ½ inch iron rod found at an angle corner of said 4.626 acre tract bears South 83° 57’ 22” East, a distance of 263.09 feet; THENCE,North 83° 57’ 22” West, along the south line of said 0.0342 acre tract and a northern line of said 80.4996 acre tract, a distance of 46.47 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the POINT OF BEGINNING and the west corner of the herein described tract having surface coordinates displayed in U.S. survey feet of N: 13,779,294.31, E: 2,212,718.42; 1)THENCE,North 14° 13’ 32” East, crossing said 0.0342 acre tract along the east line of a called 0.005 acre variable width utility easement described to the City of Schertz, Texas recorded under Document Number 201806029104 of the O.P.R.C.C.T., a distance of 19.38 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set on the southeast line of a 16 foot sanitary sewer easement described to Guadco Municipal Utility Districts No. 1 and No. 2 recorded on August 8, 1986 in Volume 522, Page 777 of the O.P.R.C.C.T. for the northwest corner of the herein described parcel; 2)THENCE,North 59° 21’ 14” East, crossing said 0.0342 acre tract and crossing said 4.626 acre tract and along the southeast line of said 16 foot easement, a distance of 83.36 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the north corner of the herein described parcel; 3) THENCE,North 62° 47’ 15” East, continuing along the southeast line of said 16 foot easement and crossing said 4.626 acre tract, a distance of 129.22 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the northeast corner of the herein described parcel; 4)THENCE,South 30° 38’ 04” East, crossing said 4.626 acre tract, a distance of 5.95 feet to a ½ inch iron rod with blue plastic cap stamped “HALFF ESMT” set for the east corner of the herein described parcel; Page 2 of 3 August 8, 2024 5)THENCE,South 59° 20’ 33” West, continuing across said 4.626 acre tract and crossing said 0.0342 acre tract, a distance of 226.03 feet to the POINT OF BEGINNING and containing 0.0575 acre (2,506 sq. ft.) of land; Notes: 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. Commitment for title insurance prepared by Alamo Title Insurance, GF No. SAT-08-4000082401327, effective date of June 9, 2024, and issued on June 17, 2024. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. ______________________________________ Amanda M. Jonas Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 08/08/2024 Page 1 of 3 Issued Date: February 2, 2025 Revised Date: February 6, 2025 County: Guadalupe AVO: 35005.015 LEGAL DESCRIPTION OF PARCEL 7 Being a 0.0363 acre (1,581 sq. ft.) parcel of land situated in the Robert Martin & JF Walker Survey, Abstract No. 244 and being a portion of Lot 1 of the Weiderstein Ranch Subdivision recorded in Volume 8, Page 784 of the Map and Plat Records of Guadalupe County, Texas and also being a portion of a tract of land described to Mi Red Vines, LLC in a Special Warranty Deed recorded on January 17, 2023 under Document Number 202399001268 of the Official Public Records of Guadalupe County, Texas (O.P.R.G.C.T.); said 0.0363 acre parcel being more particularly described as follows: COMMENCING at a 3-1/4 inch aluminum cap stamped “TEXAS DEPT OF TRANSPORTATION R.O.W. MONUMENT” found on the existing south right of way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) for the northwest corner of said Lot 1 and said Mi Red Vines, LLC tract and the northeast corner of a called 18.761 acre tract described to Schertz Station, LTD in a Warranty Deed recorded on November 17, 2023 under Document Number 202399028270 of the Official Public Records of Guadalupe County, Texas (O.P.R.G.C.T.), THENCE along a westerly line of said Lot 1 and said Mi Red Vines, LLC tract and east line of said 18.761 acre tract, South 31° 15’ 57” East for a distance of 47.20 feet to a point for the POINT OF BEGINNING and the northwest corner of the herein described parcel having surface coordinates displayed in U.S. survey feet of N=13,773,595.37, E=2,203,590.91; 1) THENCE over and across said Lot 1 and said Mi Red Vines, LLC tract, North 41° 56’ 23” East for a distance of 75.57 feet to a point for an angle corner of the herein described parcel; 2) THENCE continuing over and across said Lot 1 and said Mi Red Vines, LLC tract, North 31° 16’ 06” West for a distance of 3.14 feet to a point for an angle corner of the herein described parcel; 3) THENCE continuing over and across said Lot 1 and said Mi Red Vines, LLC tract, North 58° 43’ 54” East for a distance of 25.01 feet to a point in the east line of said Lot 1 and said Mi Red Vines, LLC tract and the west line of a called 21.50 acre tract described to Bussey’s, LTD. in a Warranty Deed recorded on September 10, 1984 under Volume 717, Page 727 of the Official Public Records of Guadalupe County, Texas for an angle corner of the herein described parcel; Page 2 of 3 4) THENCE with the east line of said Lot 1 and said Mi Red Vines, LLC tract and the west line of said 21.50 acre tract, South 31° 15’ 57” East (South 31° 15’ 57” East – deed call) for a distance of 24.34 feet to a point for an angle corner of the herein described parcel from which a 5/8 inch iron rod found for the southeast corner of said Lot 1 and said Mi Red Vines, LLC tract bears South 31° 15’ 57” East at a distance of 1,272.51 feet; 5) THENCE over and across said Lot 1 and said Mi Red Vines, LLC tract, North 79° 22’ 40” West for a distance of 14.65 feet to a point for an angle corner of the herein described parcel; 6) THENCE continuing over and across said Lot 1 and said Mi Red Vines, LLC tract, South 41° 56’ 23” West for a distance of 90.30 feet to a point on a westerly line of said Lot 1 and said Mi Red Vines, LLC tract and the east line of said 18.761 acre tract for an angle corner of the herein described parcel from which a found 5/8 inch iron rod for a northerly angle corner of said Lot 1 and said Mi Red Vines, LLC tract bears South 31° 15’ 57” East for a distance of 278.68 feet; 7) THENCE along the west line of said Lot 1 and said Mi Red Vines, LLC tract and the east line of said 18.761 acre tract, North 31° 16’ 12” West for a distance of 15.67’ to the POINT OF BEGINNING and containing 0.0363 acre (1,581 sq. ft.) of land; Notes: 1. The basis of bearing is "Grid North". All bearings and coordinates shown are based on the Texas State Plane Coordinate System, South Central Zone (4204), North American Datum of 1983 (NAD 83) 2011 adjustment, EPOCH 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDOT VRS network, TxDOT RRP station guadalupe_txse. 4. All measurements are in us survey feet. 5. A plat of even date was prepared in conjunction with this property description. Revised Date: February 6, 2025 – Revised corner description. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. ______________________________________ Amanda M. Jonas Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 TBPELS FIRM #10029607 FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 SUITE 701 100 NE INTERSTATE 410 LOOP DIV.NO. FED.ROAD FEDERAL AID PROJECT NO.HIGHWAY NO. IH 35 COUNTYDIST.STATE TEXAS COMAL 0016 05 111C.C.S.J. PAGE 3 OF 3 210.615.1110 San Antonio, TX 78229 4615 Northwest Loop 410 2024C 6 TEXAS REGISTRATION NO. 7010 LAND SURVEYOR REGISTERED PROFESSIONAL DATEAMANDA M. JONAS ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ R.C.S.J.0016 06 115 N "EXHIBIT A" P.O.C. N 41°56'23" E 75.57' PARCEL 7 400 80 " x 11"2 18 SCALE IN FEET SHOWN HEREON, UNDER MY SUPERVISION MADE ON THE GROUND OF THE PROPERTY I HEREBY CERTIFY THAT THIS SURVEY WAS WHERE NONE ARE SHOWN. OR OTHER MATTERS OF RECORD MAY EXIST BENEFIT OF A TITLE COMMITMENT. EASEMENTS THIS SURVEY WAS PERFORMED WITHOUT THE EXISTING RIGHT OF WAY PROPERTY LINE LEGEND HISTORIC RIGHT OF WAY PARCEL LINE TRANSPORTATION R.O.W. MONUMENT" (UNLESS NOTED) FOUND 3 1/4-INCH ALUMINUM CAP STAMPED "TEXAS DEPT OF EXISTING EASEMENT LINE SET 1/2-INCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMT" CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNINGP.O.B. MAP AND PLAT RECORDS, GUADALUPE COUNTY, TEXASM.P.R.G.C.T. RIGHT OF WAYR.O.W. P.O.C. DECEMBER 14, 2020 RECORDED O.P.R.G.C.T DOC. NO. 202099036149 STATE OF TEXAS PARCEL 36 CALLED 0.0559 ACRE RECORDED JANUARY 17, 2023 O.P.R.G.C.T. DOC. NO. 202399001268 MI RED VINES, LLC M.P.R.G.C.T. VOL. 8, PG. 784 WIEDERSTEIN RANCH SUBDIVISION LOT 1 ( N 31°16'06" W 369.09') ABSTRACT NUMBER 244 ROBERT MARTIN & JF WALKER SURVEY RECORDED NOVEMBER 17, 2023 O.P.R.G.C.T. DOC. NO. 202399028270 SCHERTZ STATION, LTD CALLED 18.761 ACRES E: 2,203,590.91 N: 13,773,595.37 P.O.B. 1,581 SQ. FT. 0.0363 ACRE EASEMENT SANITARY SEWER PARCEL 7 (S 31°16'06" E 1,369.46') SEPTEMBER 10, 1984 O.P.R.G.C.T. VOL. 717, PG. 727 BUSSEY'S, LTD. CALLED 21.50 ACRE TRACT M.P.R.G.C.T. VOL. 8, PG, 784 & LIFT STATION EASEMENT CABLE TV, SANITARY SEWER ELECTRIC, GAS, TELEPHONE, EXISTING R.O .W . EXISTING R.O .W .N SITE 35 2252 482 DEN-OTT HI RD.SCHERTZ CIBOLO VICINITY MAP: N.T.S. GUADALUPE COUNTY LINE COMAL COUNTY LINE S 41°56'23" W 90.30' L1 L5 (VARIABLE WIDTH R.O.W.)INTERSTATE HIGHWAY NO. 35 L2 L3 L4 N 31°16'06" W 3.14'L1 BEARING DISTANCELINE # LINE TABLE N 58°43'54" E 25.01'L2 S 31°15'57" E 24.34'L3 N 79°22'40" W 14.65'L4 L5 N 31°16'12" W 15.67' S 31°15'57" E 47.20'PARCEL 7 N N.T.S. PARENT TRACT INSET JANUARY 17, 2023 RECORDED O.P.R.G.C.T. DOC. NO. 202399001268 MI RED VINES, LLC IH 35 OFFICAL PUBLIC RECORDS, GUADALUPE COUNTY, TEXASO.P.R.G.C.T. 7. FIELD SURVEYS COMPLETED JANUARY 24, 2025. 6. ABSTRACTING COMPLETED JULY 10, 2024. THIS PLAT. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. GUADALUPE_TXSE. OBSERVATION USING THE TXDOT VRS NETWORK, TXDOT RRP STATION 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (RTK) 1.00017. CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE ADJUSTMENT, EPOCH 2010.00 CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83) 2011 SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH 1. THE BASIS OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES NOTES: 15 S 31°15'57" E 1,272.51' S 31°15'57" E 278.68' WITH YELLOW CAP 5/8-INCH IRON ROD FOUND STAMPED "SPOONER" WITH YELLOW CAP 5/8-INCH IRON ROD FOUND IRON ROD 5/8-INCH FOUND IRON ROD 5/8-INCH FOUND REVISED DATE: FEBRUARY 6, 2025 – REVISED CORNER DESCRIPTION. Agenda No. 3.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Engineering Subject:Resolution 25-R-049 - Authorizing easement acquisition agreements related to the utility relocations 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 IH 35 NEX project, the City of Schertz must relocate existing water and sewer mains.  The City currently has sewer mains located within easement that are now being encroached on by the interstate highways new right-of-way limits.  Five (5) parcels have been identified where new easements are necessary to support the utility relocations. Halff Associates has acquired appraisals and began negotiating with property owners.  The total combined cost of the easements is estimated at $110,000.  No individual easement value exceeds $50,000.  As is typical with utility relocations along interstate facilities necessitated by TxDOT improvements, the cost is fully reimbursable.  Responsibilities of the City and TxDOT related to this relocation are outlined in a Standard Utility Agreement (SUA) funding reimbursement.  GOAL The goal of Resolution 25-R-049 is to authorize the City Manager to execute easement documents once negotiations with property owners are complete. COMMUNITY BENEFIT The relocation of utilities will allow for the continuation of water and sewer service to residents and businesses along the IH 35 corridor. SUMMARY OF RECOMMENDED ACTION Staff recommends that City Council approve Resolution 25-R-049, authorizing the City Manager to execute easement documents for utility relocations for the IH 35 NEX project. FISCAL IMPACT The initial funding for the easement acquisition will be from Water and Sewer Construction Reserves and will be later reimbursed from the State of Texas due to this being an interstate highway. RECOMMENDATION Approve Resolution 25-R-049. Attachments Resolution 25-R-049 with attachments  RESOLUTION NO. 25-R-049 A RESOLUTION AUTHORIZING EASEMENT AGREEMENTS IN CONJUNCTION WITH UTILITY RELCATIONS REQUIRED BY 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, water and sewer mains of the City of Schertz, Texas, (City) are located in conflict with the planned TxDOT improvements to IH 35; and WHEREAS, the City sewer lines are currently located within easements that are now being encroached on by the TxDOT project; and WHEREAS, the City has identified five (5) parcels where new easements are necessary; and WHEREAS, the total appraised value is approximately $110,000 for all of the easements combined, but no individual easement amount exceeds $50,000; and WHEREAS, the State of Texas will pay to the City of Schertz the costs incurred in the adjustment, removal, and relocation of utilities, including necessary site and easement purchase; and WHEREAS, City Staff has recommended that the City acquire and execute new easements for the relocation of utilities along Interstate Highway 35. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby authorizes the purchasing of five (5) easements located along IH 35 and authorizes the City Manager to execute the necessary documents substantially in the form set forth as Exhibit A - Wastewater Easement Agreement for parcels shown as Exhibits B through F. 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 ____ day of ____________, 2025. CITY OF SCHERTZ, TEXAS ________________________________ Ralph Gutierrez, Mayor ATTEST: _______________________________ Sheila Edmondson, City Secretary EXHIBIT A CITY STANDARD WASTEWATER EASEMENT AGREEMENT NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. WASTEWATER EASEMENT AGREEMENT THE STATE OF TEXAS § § COUNTY OF _________ § GRANT OF EASEMENT: ____________________________________ (NAME OF GRANTOR AND ADDRESS INCLUDING COUNTY) (“Grantor”), for the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged and confessed, does hereby grant, sell and convey unto THE CITY OF SCHERTZ, TEXAS, a Texas home-rule city, with offices located at 1400 Schertz Parkway, Schertz, Texas 78154 (“Grantee”), an easement and right-of-way (“Easement”) upon and across the property of Grantor which is more particularly described on Exhibit ”A”, attached hereto and incorporated herein by reference (“Easement Tract”), TO HAVE AND TO HOLD the same perpetually to Grantee and its successors and assigns, together with the rights, and privileges and on the terms and conditions set forth below; and Grantor, subject to the Exceptions, to Warranty, does hereby covenant and agree to WARRANT AND FOREVER DEFEND title to the Easement herein granted, unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. Terms and Conditions: The following terms and conditions apply to the Easement granted by this agreement: 1. Definitions. For the purposes of this grant of Easement certain terms shall have the meanings that follow: (a) “Holder” shall mean Grantee and Grantee's heirs, successors and assigns who at any time own any interest in the conveyance is subject to the terms of this agreement. (b) “Public Utility” shall mean wastewater facilities. 2. Character of Easement. The Easement granted herein is "in gross," in that there is no "Benefitted Property." Nevertheless, the Easement rights herein granted shall pass to Grantee's successors and assigns, subject to all of the Terms hereof. The Easement rights of use granted herein are nonexclusive and irrevocable. The Easement is for the benefit of Holder. 3. Purpose of Easement. The Easement shall be used for public utility purposes, including placement, construction, installation, replacement, repair, maintenance, relocation, removal, and operation of public utility facilities and related appurtenances, or making connections thereto. The Easement shall also be used for the purpose of providing access for the operation, repair, maintenance, replacement and expansion of the public utility facilities and related appurtenances. 4. Term. Easement shall be in perpetuity unless relinquished or abandoned by ordinance or resolution by Grantee. 5. Reservation of Rights. Holder’s right to use the Easement Property is nonexclusive, and Grantor and Grantor’s heirs, successors, and assigns retain the right to use all or part of the Easement Property in conjunction with Holder as long as such use by Grantor and Grantor’s heirs, successors, and assigns does not (i) interfere with the use of the Easement Property by Holder for the Easement Purpose, nor (ii) may Grantor construct any building, structure or obstruction on the Easement Property. The right to convey to others the right to use all or part of the Easement Property in conjunction with Holder, as long as such further conveyance is subject to the terms of this agreement. Written approval of Holder must be obtained prior to any use or improvement of Easement Property. 6. Secondary Easement. Holder has the right (the “Secondary Easement”) to use the surface of the 20-foot wide area adjacent to the Easement Property, to assist in the initial installation and as may be reasonably necessary to maintain, repair, and replace the Facilities within the Easement Property of the Facilities within the Easement Property. However, Holder must promptly restore the area of the Temporary Construction Easement to its previous physical condition if changed by use of the rights granted by this Secondary Easement. 7. Improvement and Maintenance of Easement Property. Subject to the provisions of Section 8., immediately below, improvement and maintenance of the Easement Property and the Facilities will be at the sole expense of Holder. Holder has the right to eliminate any encroachments into the Easement Property. Holder has the right to construct, install, maintain, replace, and remove the Facilities under or across any portion of the Easement Property. All matters concerning the Facilities and their configuration, construction, installation, maintenance, replacement, and removal are at Holder's sole discretion, subject to performance of Holder's obligations under this agreement. Holder has the right to remove or relocate any fences or other encroachments within the Easement Property or along or near its boundary lines if reasonably necessary to construct, install, maintain, replace, or remove the Facilities. Holder will also replace to their original condition any landscaping, driveways or parking areas that were in existence prior to the granting of the Easement Property and are damaged in connection with the work. 8. Maintenance of Surface Easement Property/Permitted Improvements. Notwithstanding any contrary provision, Grantor shall retain the obligation to maintain the surface of the Easement Property, including the obligation to regularly mow or cut back vegetation and to keep the surface of the Easement Property free of litter, debris, or trash. Any permitted improvement made by Grantor must comply with applicable ordinances, development codes and engineering guidelines of the City of Schertz, and must not conflict with use of the easement for its intended purpose as described herein. 9. Equitable Rights of Enforcement. This Easement may be enforced by restraining orders and injunctions (temporary or permanent) prohibiting interference and commanding compliance. Restraining orders and injunctions will be obtainable on proof of the existence of interference or threatened interference, without the necessity of proof of inadequacy of legal remedies or irreparable harm, and will be obtainable only by the parties to or those benefited by this agreement; provided, however, that the act of obtaining an injunction or restraining order will not be deemed to be an election of remedies or a waiver of any other rights or remedies available at law or in equity. 10. Attorney's Fees. If either party retains an attorney to enforce this agreement, the party prevailing in litigation is entitled to recover reasonable attorney’s fees and court and other costs. 11. Binding Effect. This agreement binds and inures to the benefit of the parties and their respective heirs, successors, and permitted assigns. 12. Choice of Law. This agreement will be construed under the laws of the state of Texas, without regard to choice-of-law rules of any jurisdiction. Venue is in the county or counties in which the Easement Property is located. 13. Counterparts. This agreement may be executed in any number of counterparts with the same effect as if all signatory parties had signed the same document. All counterparts will be construed together and will constitute one and the same instrument. 14. Waiver of Default. It is not a waiver of or consent to default if the non-defaulting party fails to declare immediately default or delays in taking any action. Pursuit of any remedies set forth in this agreement does not preclude pursuit of other remedies in this agreement or provided by law. 15. Further Assurances. Each signatory party agrees to execute and deliver any additional documents and instruments and to perform any additional acts necessary or appropriate to perform the terms, provisions, and conditions of this agreement and all transactions contemplated by this agreement. 16. Integration. This agreement contains the complete agreement of the parties and cannot be varied except by written agreement of the parties. The parties agree that there are no oral agreements, representations, or warranties that are not expressly set forth in this agreement. 17. Exceptions to Warranty. This grant is subject to any and all encumbrances and easements of record, to the extent the same are valid and enforceable. 18. Legal Construction. Any provision in this agreement is for any reason unenforceable, to the extent the unenforceability does not destroy the basis of the bargain among the parties, the unenforceability will not affect any other provision hereof, and this agreement will be construed as if the unenforceable provision had never been a part of the agreement. Whenever context requires, the singular will include the plural and neuter include the masculine or feminine gender, and vice versa. Article and section headings in this agreement are for reference only and are not intended to restrict or define the text of any section. This agreement will not be construed more or less favorably between the parties by reason of authorship or origin of language. 19. Notices. Any notice required or permitted under this agreement must be in writing. Any notice required by this agreement will be deemed to be delivered (whether actually received or not) when deposited with the United States Postal Service, postage prepaid, certified mail, return receipt requested, and addressed to the intended recipient at the address shown in this agreement. Notice may also be given by regular mail, personal delivery, courier delivery, facsimile transmission, or other commercially reasonable means and will be effective when actually received. Any address for notice may be changed by written notice delivered as provided herein. 20. Recitals/Exhibits. Any recitals in this agreement are represented by the parties to be accurate, and constitute a part of the substantive agreement. All exhibits referenced herein are attached hereto and incorporated by reference herein for all purposes. 21. Entire Agreement. This instrument contains the entire agreement between the parties relating to the rights herein granted and the obligations herein assumed. Any oral representation or modification concerning this instrument shall be of no force and effect except for any subsequent modification in writing, signed by the party to be charged. IN WITNESS WHEREOF, this instrument is executed this ______ day of ___________________, 20__. GRANTOR: (Grantor’s Name) By: (Grantor’s Signature) THE STATE OF TEXAS § § COUNTY OF __________ § This instrument was acknowledged before me on _______________________, 20__, by _______________________, an individual residing in _________ County, Texas. Notary Public Signature (seal) GRANTEE: AGREED AND ACCEPTED: CITY OF SCHERTZ, TEXAS, a Texas home-rule municipality By: Steve Williams, City Manager THE STATE OF TEXAS § § COUNTY OF GUADALUPE § This instrument was acknowledged before me on _______________________, 20__, by Dr. Mark Browne, City Manager of the City of Schertz, Texas, a Texas home-rule municipality, on behalf of said municipality. Notary Public Signature (seal) EXHIBIT B PARCEL 3 TBPELS FIRM #10029607 FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 SUITE 701 100 NE INTERSTATE 410 LOOP DIV.NO. FED.ROAD FEDERAL AID PROJECT NO.HIGHWAY NO. IH 35 COUNTYDIST.STATE TEXAS 16 COMAL 0016 05 111C.S.J. SHEET 3 OF 3 210.615.1110 San Antonio, TX 78229 4615 Northwest Loop 410 2024C 6 MY SUPERVISION OF THE PROPERTY SHOWN HEREON, UNDER THIS SURVEY WAS MADE ON THE GROUND WHERE NONE ARE SHOWN. OR OTHER MATTERS OF RECORD MAY EXIST BENEFIT OF A TITLE COMMITMENT. EASEMENTS THIS SURVEY WAS PERFORMED WITHOUT THE TEXAS REGISTRATION NO. 7010 LAND SURVEYOR REGISTERED PROFESSIONAL DATEAMANDA M. JONAS RPLS No. 7010 Amanda M. Jonas Release date: 05/03/2024 as a final survey document. used or viewed or relied upon purpose and shall not be be recorded for any This document shall not PRELIMINARY Y R A NIMILERP TNEMMOC & WEIVER ROF 6. FIELD SURVEYS COMPLETED APRIL 10, 2024. 5. ABSTRACTING COMPLETED APRIL 26, 2024. PREPARED IN CONJUNCTION WITH THIS EASEMENT PLAT. 4. A PROPERTY DESCRIPTION OF EVEN DATE WAS VRS NETWORK, TXDOT RRP STATION GUADALUPE_TXSE. VERIFIED BY GPS (RTK) OBSERVATION USING THE TXDOT 3. ALL HORIZONTAL VALUES WERE DERIVED AND UNIT OF MEASURE IS US SURVEY FEET. SURFACE ADJUSTMENT FACTOR OF 1.00017. CONVERTED TO GRID BY DIVIDING BY A PROJECT 2. ALL COORDINATES SHOWN ARE SURFACE AND MAY BE 1983 (NAD 83) 2011 ADJUSTMENT, EPOCH 2010.00 CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH BEARINGS AND COORDINATES SHOWN ARE BASED ON 1. THE BASIS OF BEARING IS "GRID NORTH". ALL NOTES: EXISTING RIGHT OF WAY PROPERTY LINE LEGEND HISTORIC RIGHT OF WAY PARCEL LINE FOUND 1/2-INCH IRON ROD (UNLESS NOTED) EXISTING EASEMENT LINE ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ SET 1/2-INCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMT" CALCULATED POINT OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXASO.P.R.C.C.T. RIGHT OF WAYR.O.W. T2MF N O R E C O R D I N G I N F O R M A T I O N F O U N D V A R I A B L E W I D T H R . O . W . I N T E R S T A T E H I G H W A Y 3 5 E X I S T I N G R . O . W . RECORDED JANUARY 07, 2008 O.P.R.C.C.T. DOC. NO. 200806000649 SCHERTZ 35, LLC RECORDED APRIL 22, 2021 O.P.R.C.C.T DOC. NO. 202106021541 STATE OF TEXAS PARCEL 128 CALLED 0.0357 ACRE JUNE 8, 2021 RECORDED O.P.R.C.C.T DOC. NO. 202106030671 STATE OF TEXAS PARCEL 125 CALLED 0.1286 ACRE NOVEMBER 25, 2009 RECORDED O.P.R.C.C.T DOC. NO. 200906041347 CITY OF SCHERTZ 16' SANITARY SEWER EASEMENT CALLED PART A RECORDED NOVEMBER 18, 2016 O.P.R.C.C.T. DOC. NO. 201606044069 35 SCHERTZ, LLC CALLED 20 ACRES S 30°53'07" E 41.44' E: 2,211,679.86 N: 13,779,077.01 PART 1 P.O.B. ( N 5 9 ° 2 1 ' 2 1 " E ) (S 30°25'09" E) 480 SQ. FT. 0.0110 ACRE SANITARY SEWER EASEMENT PART 1 ABSTRACT NUMBER 175 SECTION NUMBER 98 RAFAEL GARZA SURVEY N 30°53'07" W 41.44' N 5 9 ° 2 1 ' 2 1 " E 1 0 1 . 0 2 ' N 200 40 SCALE IN FEET "EXHIBIT A" E: 2,211,592.95 N: 13,779,025.52 FOUND MAGNETIC NAIL PART 1 & PART 2 P.O.C. N 30°53'07" W 41.44' S 30°53'07" E 41.44' 0.0076 ACRE, 332 SQ. FT. SANITARY SEWER EASEMENT PART 2 E: 2,211,703.59 N: 13,779,091.07 PART 2 P.O.B. 1 6 . 0 0 ' N 5 9 ° 2 1 ' 2 1 " E 8.01' N 59°21'21" E 11.58' N 59°21'21" E 8.01' S 59°21'21" W 11.58' S 59°21'21" W 35 35 482 VICINITY MAP: N.T.S. N 1103 SITE GUADALUPE COUNTY LINE COMAL COUNTY LINE E X I S T I N G R . O . W . SANITARY SEWER EASEMENT 0.0186 ACRE EXHIBIT C PARCEL 4 TBPELS FIRM #10029607 FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 SUITE 701 100 NE INTERSTATE 410 LOOP DIV.NO. FED.ROAD FEDERAL AID PROJECT NO.HIGHWAY NO. IH 35 COUNTYDIST.STATE TEXAS 16 COMAL 0016 05 111C.S.J. SHEET 3 OF 3 210.615.1110 San Antonio, TX 78229 4615 Northwest Loop 410 2024C 6 MY SUPERVISION OF THE PROPERTY SHOWN HEREON, UNDER THIS SURVEY WAS MADE ON THE GROUND WHERE NONE ARE SHOWN. OR OTHER MATTERS OF RECORD MAY EXIST BENEFIT OF A TITLE COMMITMENT. EASEMENTS THIS SURVEY WAS PERFORMED WITHOUT THE TEXAS REGISTRATION NO. 7010 LAND SURVEYOR REGISTERED PROFESSIONAL DATEAMANDA M. JONAS RPLS No. 7010 Amanda M. Jonas Release date: 05/03/2024 as a final survey document. used or viewed or relied upon purpose and shall not be be recorded for any This document shall not PRELIMINARY Y R A NIMILERP TNEMMOC & WEIVER ROF 6. FIELD SURVEYS COMPLETED APRIL 10, 2024. 5. ABSTRACTING COMPLETED APRIL 26, 2024. PREPARED IN CONJUNCTION WITH THIS EASEMENT PLAT. 4. A PROPERTY DESCRIPTION OF EVEN DATE WAS VRS NETWORK, TXDOT RRP STATION GUADALUPE_TXSE. VERIFIED BY GPS (RTK) OBSERVATION USING THE TXDOT 3. ALL HORIZONTAL VALUES WERE DERIVED AND UNIT OF MEASURE IS US SURVEY FEET. SURFACE ADJUSTMENT FACTOR OF 1.00017. CONVERTED TO GRID BY DIVIDING BY A PROJECT 2. ALL COORDINATES SHOWN ARE SURFACE AND MAY BE 1983 (NAD 83) 2011 ADJUSTMENT, EPOCH 2010.00 CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH BEARINGS AND COORDINATES SHOWN ARE BASED ON 1. THE BASIS OF BEARING IS "GRID NORTH". ALL NOTES: EXISTING RIGHT OF WAY PROPERTY LINE LEGEND HISTORIC RIGHT OF WAY PARCEL LINE FOUND 1/2-INCH IRON ROD (UNLESS NOTED) EXISTING EASEMENT LINE ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ SET 1/2-INCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMT" CALCULATED POINT OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXASO.P.R.C.C.T. RIGHT OF WAYR.O.W. N O R E C O R D I N G I N F O R M A T I O N F O U N D V A R I A B L E W I D T H R . O . W . I N T E R S T A T E H I G H W A Y 3 5 E X I S T I N G R . O . W . E X I S T I N G R . O . W . RECORDED FEBRUARY 15, 2006 O.P.R.C.C.T. DOC. NO. 200606006391 35 INVESTMENTS, LTD CALLED 0.707 ACRE APRIL 22, 2021 RECORDED O.P.R.C.C.T 202106021541 DOC. NO. STATE OF TEXAS PARCEL 128 CALLED 0.0357 ACRE INFORMATION FOUND NO RECORDING STATE OF TEXAS RECORDED FEBRUARY 2, 2022 O.P.R.C.C.T DOC. NO. 202206005289 STATE OF TEXAS PARCEL 129 CALLED 0.2980 ACRE NOVEMBER 25, 2009 RECORDED O.P.R.C.C.T DOC. NO. 200906041347 CITY OF SCHERTZ 16' SANITARY SEWER EASEMENT CALLED PART A RECORDED MARCH 19, 2001 O.P.R.C.C.T. DOC. NO. 200106009338 GREEN SIDE INVESTMENTS GROUP, INC. CALLED 0.119 ACRE RECORDED JUNE 15, 2017 O.P.R.C.C.T. DOC. NO. 201706029109 NOLLY CARIBBEAN PROPERTIES, LLC TRACT ONE CALLED 80.4996 ACRE SEPTEMBER 20, 1976 RECORDED O.P.R.C.C.T VOL. 5, PG. 128 CALLED 130' CHANNEL EASEMENT S 30°51'03" E 20.00' S 5 9 ° 1 3 ' 3 2 " W 1 1 . 0 8 ' N 5 9 ° 1 3 ' 3 2 " E 1 3 . 1 5 ' (N 20°30'00" E) (S 18°33'01" W) S 28°06'19" E 12.45' N 30°51'03" W 15.34' 9 . 5 6 ' S 5 9 ° 0 8 ' 5 7 " W 7.44'N 20°01'00" E S 18°16'09" W 11.58'E: 2,211,836.11 N: 13,778,793.61 P.O.B. E: 2,211,855.89 N: 13,778,782.12 TYPE 2 ROW MONUMENT FOUND P.O.C. ( S 5 9 ° 1 3 ' 3 2 " W ) ( S 5 9 ° 1 3 ' 3 2 " W ) (N 30°51'03" W 20.00') (S 27°47'53" E) 325 SQ. FT. 0.0074 ACRE SANITARY SEWER EASEMENT N 100 20 SCALE IN FEET "EXHIBIT A" ABSTRACT NUMBER 175 SECTION NUMBER 98 RAFAEL GARZA SURVEY 35 35 482 VICINITY MAP: N.T.S. N 1103 SITE GUADALUPE COUNTY LINE COMAL COUNTY LINE SANITARY SEWER EASEMENT 0.0074 ACRE EXHIBIT D PARCEL 5 TBPELS FIRM #10029607 FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 SUITE 701 100 NE INTERSTATE 410 LOOP DIV.NO. FED.ROAD FEDERAL AID PROJECT NO.HIGHWAY NO. IH 35 COUNTYDIST.STATE TEXAS 16 COMAL 0016 05 111C.S.J. SHEET 3 OF 3 210.615.1110 San Antonio, TX 78229 4615 Northwest Loop 410 2024C 6 MY SUPERVISION OF THE PROPERTY SHOWN HEREON, UNDER THIS SURVEY WAS MADE ON THE GROUND WHERE NONE ARE SHOWN. OR OTHER MATTERS OF RECORD MAY EXIST BENEFIT OF A TITLE COMMITMENT. EASEMENTS THIS SURVEY WAS PERFORMED WITHOUT THE TEXAS REGISTRATION NO. 7010 LAND SURVEYOR REGISTERED PROFESSIONAL DATEAMANDA M. JONAS RPLS No. 7010 Amanda M. Jonas Release date: 05/03/2024 as a final survey document. used or viewed or relied upon purpose and shall not be be recorded for any This document shall not PRELIMINARY Y R A NIMILERP TNEMMOC & WEIVER ROF 6. FIELD SURVEYS COMPLETED APRIL 10, 2024. 5. ABSTRACTING COMPLETED APRIL 26, 2024. PREPARED IN CONJUNCTION WITH THIS EASEMENT PLAT. 4. A PROPERTY DESCRIPTION OF EVEN DATE WAS VRS NETWORK, TXDOT RRP STATION GUADALUPE_TXSE. VERIFIED BY GPS (RTK) OBSERVATION USING THE TXDOT 3. ALL HORIZONTAL VALUES WERE DERIVED AND UNIT OF MEASURE IS US SURVEY FEET. SURFACE ADJUSTMENT FACTOR OF 1.00017. CONVERTED TO GRID BY DIVIDING BY A PROJECT 2. ALL COORDINATES SHOWN ARE SURFACE AND MAY BE 1983 (NAD 83) 2011 ADJUSTMENT, EPOCH 2010.00 CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH BEARINGS AND COORDINATES SHOWN ARE BASED ON 1. THE BASIS OF BEARING IS "GRID NORTH". ALL NOTES: EXISTING RIGHT OF WAY PROPERTY LINE LEGEND HISTORIC RIGHT OF WAY PARCEL LINE FOUND 1/2-INCH IRON ROD (UNLESS NOTED) EXISTING EASEMENT LINE ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ SET 1/2-INCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMT" CALCULATED POINT OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXASO.P.R.C.C.T. RIGHT OF WAYR.O.W. N O R E C O R D I N G I N F O R M A T I O N F O U N D V A R I A B L E W I D T H R . O . W . I N T E R S T A T E H I G H W A Y 3 5 E X I S T I N G R . O . W . RECORDED JUNE 15, 2017 O.P.R.C.C.T. DOC. NO. 201706029109 NOLLY CARIBBEAN PROPERTIES, LLC TRACT ONE CALLED 80.4996 ACRE SEPTEMBER 20, 1976 RECORDED O.P.R.C.C.T VOL. 5, PG. 128 CALLED 130' CHANNEL EASEMENT ( N 5 9 ° 2 1 ' 1 4 " E ) 15,955 SQ. FT. 0.3663 ACRE EASEMENT SANITARY SEWER E: 2,212,686.42 N: 13,779,298.26 ALUMINUM CAP MONUMENT WITH FOUND CONCRETE P.O.B. RECORDED FEBRUARY 2, 2022 O.P.R.C.C.T DOC. NO. 202206005289 STATE OF TEXAS PARCEL 129 CALLED 0.2980 ACRE N 5 9 ° 2 0 ' 3 3 " E 7 7 2 . 1 0 ' SEPTEMBER 28, 2022 RECORDED O.P.R.C.C.T. DOC. NO. 202206042907 THE PURPOSE CHURCH TRACT 2 CALLED 0.0342 ACRE S 5 9 ° 2 0 ' 3 3 " W 8 2 3 . 4 2 ' ABSTRACT NUMBER 175 SECTION NUMBER 98 RAFAEL GARZA SURVEY N 1500 300 SCALE IN FEET "EXHIBIT A" 35 35 482 VICINITY MAP: N.T.S. N 1103 SITE GUADALUPE COUNTY LINE COMAL COUNTY LINE SANITARY SEWER EASEMENT 0.3663 ACRE E X I S T I N G R . O . W . E X I S T I N G R . O . W . (N 83°30'41" W) 33.47' S 83°57'40" E 31.62' N 20°06'14" E FEBRUARY 02, 2021 RECORDED O.P.R.C.C.T 202106007389 DOC. NO. STATE OF TEXAS PARCEL 130 CALLED 0.1318 ACRE SEPTEMBER 20, 1976 RECORDED O.P.R.C.C.T VOL. 5, PG. 128 CALLED 16' SANITARY EASEMENT EXHIBIT E PARCEL 6 TBPELS FIRM #10029607 FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 SUITE 701 100 NE INTERSTATE 410 LOOP DIV.NO. FED.ROAD FEDERAL AID PROJECT NO.HIGHWAY NO. IH 35 COUNTYDIST.STATE TEXAS 16 COMAL 0016 05 111C.C.S.J. 210.615.1110 San Antonio, TX 78229 4615 Northwest Loop 410 2024C 6 TEXAS REGISTRATION NO. 7010 LAND SURVEYOR REGISTERED PROFESSIONAL DATEAMANDA M. JONAS 7. FIELD SURVEYS COMPLETED AUGUST 1, 2024. 6. ABSTRACTING COMPLETED JULY 10, 2024. THIS PLAT. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. GUADALUPE_TXSE. OBSERVATION USING THE TXDOT VRS NETWORK, TXDOT RRP STATION 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (RTK) 1.00017. CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE ADJUSTMENT, EPOCH 2010.00 CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83) 2011 SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH 1. THE BASIS OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES NOTES: EXISTING RIGHT OF WAY PROPERTY LINE LEGEND HISTORIC RIGHT OF WAY PARCEL LINE FOUND 1/2-INCH IRON ROD (UNLESS NOTED) EXISTING EASEMENT LINE ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ SET 1/2-INCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMT" CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNINGP.O.B. OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXASO.P.R.C.C.T. RIGHT OF WAYR.O.W. P.O.C. R.C.S.J.0016 06 115 V A R I A B L E W I D T H R . O . W . I N T E R S T A T E H I G H W A Y 3 5 E X I S T I N G R . O . W . RECORDED JUNE 15, 2017 O.P.R.C.C.T. DOC. NO. 201706029109 PROPERTIES, LLC NOLLY CARIBBEAN TRACT ONE CALLED 80.4996 ACRE RECORDED FEBRUARY 02, 2021 O.P.R.C.C.T DOC. NO. 202106007389 STATE OF TEXAS PARCEL 130 CALLED 0.1318 ACRE RECORDED SEPTEMBER 28, 2022 O.P.R.C.C.T. DOC. NO. 202206042907 THE PURPOSE CHURCH TRACT 1 CALLED 4.626 ACRES 5,061 SQ. FT. 0.1162 ACRE EASEMENT SANITARY SEWER PARCEL 6 ABSTRACT NUMBER 175 RAFAEL GARZA SURVEY S 5 9 ° 2 0 ' 3 3 " W 1 5 8 . 4 8 ' N "EXHIBIT A" P.O.C. N 5 9 ° 2 1 ' 1 4 " E 8 3 . 3 6 ' N 6 2 ° 4 7 '1 5 " E 3 1 7 . 0 6 ' RECORDED SEPTEMBER 28, 2022 O.P.R.C.C.T. DOC. NO. 202206042907 THE PURPOSE CHURCH TRACT 2 CALLED 0.0342 ACRE PARCEL 6 35 35 482 VICINITY MAP: N.T.S. N 1103 SITE GUADALUPE COUNTY LINE COMAL COUNTY LINE SHOWN HEREON, UNDER MY SUPERVISION MADE ON THE GROUND OF THE PROPERTY I HEREBY CERTIFY THAT THIS SURVEY WAS JUNE 9, 2024 AND ISSUED ON JUNE 17, 2024 SAT-0-4000082401327, EFFECTIVE DATE OF BY ALAMO TITLE INSURANCE, GF. NO. COMMITMENT FOR TITLE INSURANCE PREPARED 19.38' N 14°13'32" E RECORDED FEBRUARY 10, 2022 O.P.R.C.C.T. DOC. NO. 202206006619 THE CITY OF SCHERTZ, TEXAS VARIABLE WIDTH UTILITY EASEMENT CALLED 0.013 ACRE RECORDED JULY 26, 2018 O.P.R.C.C.T. DOC. NO. 201806029104 THE CITY OF SCHERTZ, TEXAS VARIABLE WIDTH UTILITY EASEMENT CALLED 0.005 ACRE 2018 RECORDED JULY 26, O.P.R.C.C.T. DOC. NO. 201806029103 THE CITY OF SCHERTZ EASEMENT VARIABLE WIDTH UTILITY E: 2,212,718.42 N: 13,779,294.31 P.O.B. N 8 3 °5 7'2 2 " W 4 6 .4 7' 400 80 " x 11"2 18 SCALE IN FEET S 8 3 °5 7'2 2 " E 2 6 3 .0 9' 5.98' 6.00' RPLS No. 7010 Amanda M. Jonas Release date: 11/15/2024 as a final survey document. used or viewed or relied upon purpose and shall not be be recorded for any This document shall not PRELIMINARY Y R A NIMILERP TNEMMOC & WEIVER ROF N 6 2 ° 4 7 '1 5 " E 1 8 8 . 6 0 ' MATCHLINE RECORDED AUGUST 8, 1986 O.P.R.C.C.T. VOL. 522, PG. 777 NO. 1 AND NO. 2 UTILITY DISTRICTS GUADCO MUNICIPAL SEWER EASEMENT 16' SANITARY PAGE 3 OF 4 INTERSTATE HIGHW AY 35 SEPTEMBER 28, 2022 RECORDED O.P.R.C.C.T. DOC. NO. 202206042907 THE PURPOSE CHURCH TRACT 1 & 2 PARCEL 6 N.T.S. PARENT TRACT INSET N M A T C H LI N E SHEET 3 SHEET 4 NO.REVISION BY 1 AJEASEMENT EXPANSION 11/15/2024 DATE TBPELS FIRM #10029607 FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 SUITE 701 100 NE INTERSTATE 410 LOOP DIV.NO. FED.ROAD FEDERAL AID PROJECT NO.HIGHWAY NO. IH 35 COUNTYDIST.STATE TEXAS 16 COMAL 0016 05 111C.C.S.J. 210.615.1110 San Antonio, TX 78229 4615 Northwest Loop 410 2024C 6 7. FIELD SURVEYS COMPLETED AUGUST 1, 2024. 6. ABSTRACTING COMPLETED JULY 10, 2024. THIS PLAT. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. GUADALUPE_TXSE. OBSERVATION USING THE TXDOT VRS NETWORK, TXDOT RRP STATION 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (RTK) 1.00017. CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE ADJUSTMENT, EPOCH 2010.00 CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83) 2011 SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH 1. THE BASIS OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES NOTES: EXISTING RIGHT OF WAY PROPERTY LINE LEGEND HISTORIC RIGHT OF WAY PARCEL LINE FOUND 1/2-INCH IRON ROD (UNLESS NOTED) EXISTING EASEMENT LINE ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ SET 1/2-INCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMT" CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNINGP.O.B. OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXASO.P.R.C.C.T. RIGHT OF WAYR.O.W. P.O.C. R.C.S.J.0016 06 115 V A R I A B L E W I D T H R . O . W . I N T E R S T A T E H I G H W A Y 3 5 E X I S T I N G R . O . W . RECORDED FEBRUARY 02, 2021 O.P.R.C.C.T DOC. NO. 202106007389 STATE OF TEXAS PARCEL 130 CALLED 0.1318 ACRE RECORDED SEPTEMBER 28, 2022 O.P.R.C.C.T. DOC. NO. 202206042907 THE PURPOSE CHURCH TRACT 1 CALLED 4.626 ACRES 5,061 SQ. FT. 0.1162 ACRE EASEMENT SANITARY SEWER PARCEL 6 ABSTRACT NUMBER 175 RAFAEL GARZA SURVEY N 5 9 ° 2 1 ' 3 0 " E 1 1 1 . 1 5 ' "EXHIBIT A" N 6 2 ° 4 7 '1 5 " E 3 1 7 .0 6 ' PARCEL 6 35 35 482 VICINITY MAP: N.T.S. N 1103 SITE GUADALUPE COUNTY LINE COMAL COUNTY LINE 6.21' N 45°22'08" W 2018 RECORDED JULY 26, O.P.R.C.C.T. DOC. NO. 201806029103 THE CITY OF SCHERTZ UTILITY EASEMENT VARIABLE WIDTH 9.99' N 6 2 ° 4 7 '1 5 " E 1 8 8 .6 0 ' MATCHLINE PAGE 4 OF 4 INTERSTATE HIGHW AY 35 SEPTEMBER 28, 2022 RECORDED O.P.R.C.C.T. DOC. NO. 202206042907 THE PURPOSE CHURCH TRACT 1 & 2 PARCEL 6 N.T.S. PARENT TRACT INSET N M A T C H LI N E SHEET 3 SHEET 4 S 5 9 ° 2 1 ' 1 4 " W 1 7 9 . 5 1 ' 10.00' N 400 80 " x 11"2 18 SCALE IN FEET RECORDED DECEMBER 09, 2004 O.P.R.C.C.T. DOC. NO. 200406046291 HOMEOWNERS ASSOCIATION THE FAIRWAYS AT SCENIC HILLS CALLED 0.813 ACRES E X I S T I N G R . O . W . 2018 RECORDED JULY 26, O.P.R.C.C.T. DOC. NO. 201806029103 THE CITY OF SCHERTZ UTILITY EASEMENT VARIABLE WIDTH RPLS No. 7010 Amanda M. Jonas Release date: 11/15/2024 as a final survey document. used or viewed or relied upon purpose and shall not be be recorded for any This document shall not PRELIMINARY Y R A NIMILERP TNEMMOC & WEIVER ROF NO.REVISION BY DATE 1 AJEASEMENT EXPANSION 11/15/2024 EXHIBIT F PARCEL 7 TBPELS FIRM #10029607 FAX (210) 798-1896 TEL (210) 798-1895 SAN ANTONIO, TEXAS 78216 SUITE 701 100 NE INTERSTATE 410 LOOP DIV.NO. FED.ROAD FEDERAL AID PROJECT NO.HIGHWAY NO. IH 35 COUNTYDIST.STATE TEXAS 16 COMAL 0016 05 111C.C.S.J. PAGE 3 OF 3 210.615.1110 San Antonio, TX 78229 4615 Northwest Loop 410 2024C 6 TEXAS REGISTRATION NO. 7010 LAND SURVEYOR REGISTERED PROFESSIONAL DATEAMANDA M. JONAS 7. FIELD SURVEYS COMPLETED AUGUST 1, 2024. 6. ABSTRACTING COMPLETED JULY 10, 2024. THIS PLAT. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. GUADALUPE_TXSE. OBSERVATION USING THE TXDOT VRS NETWORK, TXDOT RRP STATION 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (RTK) 1.00017. CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE ADJUSTMENT, EPOCH 2010.00 CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83) 2011 SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH 1. THE BASIS OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES NOTES: ENGINEERING AND PUBLIC WORKS TEXASCITY OF SCHERTZ R.C.S.J.0016 06 115 T2MF T2MF N "EXHIBIT A" P.O.C. N 41°56'23" E 75.63' PARCEL 7 200 40 " x 11"2 18 SCALE IN FEET SHOWN HEREON, UNDER MY SUPERVISION MADE ON THE GROUND OF THE PROPERTY I HEREBY CERTIFY THAT THIS SURVEY WAS WHERE NONE ARE SHOWN. OR OTHER MATTERS OF RECORD MAY EXIST BENEFIT OF A TITLE COMMITMENT. EASEMENTS THIS SURVEY WAS PERFORMED WITHOUT THE EXISTING RIGHT OF WAY PROPERTY LINE LEGEND HISTORIC RIGHT OF WAY PARCEL LINE TRANSPORTATION R.O.W. MONUMENT" FOUND 3 1/4-INCH ALUMINUM CAP STAMPED "TEXAS DEPT OF EXISTING EASEMENT LINE SET 1/2-INCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMT" CALCULATED POINT POINT OF COMMENCEMENT POINT OF BEGINNINGP.O.B. MAP AND PLAT RECORDS, GUADALUPE COUNTY, TEXASM.P.R.G.C.T. RIGHT OF WAYR.O.W. P.O.C. DECEMBER 14, 2020 RECORDED O.P.R.G.C.T DOC. NO. 202099036149 STATE OF TEXAS PARCEL 36 CALLED 0.0559 ACRE RECORDED JANUARY 17, 2023 O.P.R.G.C.T. DOC. NO. 202399001268 MI RED VINES, LLC M.P.R.G.C.T. VOL. 8, PG. 784 WIEDERSTEIN RANCH SUBDIVISION LOT 1 ( N 31°1 6'06" W 369.0 9') ABSTRACT NUMBER 244 ROBERT MARTIN & JF WALKER SURVEY RECORDED NOVEMBER 17, 2023 O.P.R.G.C.T. DOC. NO. 202399028270 SCHERTZ STATION, LTD CALLED 18.761 ACRES FOUND NO RECORD INFORMATION COMMERCIAL PUBLIC PLANS SCHERTZ STATION AS SHOWN ON PROPOSED 15' EASEMENT E: 2,203,590.87 N: 13,773,595.32 P.O.B. 1,580 SQ. FT. 0.0036 ACRE EASEMENT SANITARY SEWER PARCEL 7 (S 31°16'06" E 1,369.46') SEPTEMBER 10, 1984 O.P.R.G.C.T. VOL. 717, PG. 727 BUSSEY'S, LTD. CALLED 21.50 ACRE TRACT M.P.R.G.C.T. VOL. 8, PG, 784 & LIFT STATION EASEMENT CABLE TV, SANITARY SEWER ELECTRIC, GAS, TELEPHONE, EXISTING R.O .W . EXISTING R.O .W .N SITE 35 2252 482 DEN-OTT HI RD.SCHERTZ CIBOLO VICINITY MAP: N.T.S. GUADALUPE COUNTY LINE COMAL COUNTY LINE S 41°56'23" W 90.36' L1 L5 RPLS No. 7010 Amanda M. Jonas Release date: 11/15/2024 as a final survey document. used or viewed or relied upon purpose and shall not be be recorded for any This document shall not PRELIMINARY Y R A NIMILERP TNEMMOC & WEIVER ROF (VARIABLE WIDTH R.O.W.)INTERSTATE HIGHWAY NO. 35 L2 L3 L4 N 31°16'06" W 3.14'L1 BEARING DISTANCELINE # LINE TABLE N 58°43'54" E 24.94'L2 S 31°16'06" E 24.28'L3 N 79°22'40" W 14.56'L4 L5 N 31°16'12" W 15.67' S 31°16'12" E 47.20'PARCEL 7 N N.T.S. PARENT TRACT INSET JANUARY 17, 2023 RECORDED O.P.R.G.C.T. DOC. NO. 202399001268 MI RED VINES, LLC IH 35 OFFICAL PUBLIC RECORDS, GUADALUPE COUNTY, TEXASO.P.R.G.C.T. Agenda No. 4.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Emergency Medical Services Subject:Resolution 25-R-047 - Authorizing the purchase of specialized medical supplies (S.Williams/J.Mabbitt) BACKGROUND Schertz EMS responds to over 15,000 calls for service and transports over 9,000 patients annually.  Our ambulances carry over 150 individual items to treat a variety of ailments including trauma, cardiac issues, breathing difficulties, allergic reactions, strokes and seizures.  One of the more widely used equipment is the End-Tital Carbon Dioxide cannula (ETCO2).  This device is an airway device (similar to a nasal cannula) that measures carbon dioxide levels, which gives us the ability to measure waveform capnography to diagnose a variety of respiratory issues.  It is also used in every cardiac arrest situation to determine a patent airway.  We will use approximately 112 cases of ETCO2 cannulas annually.   We also utilize the Arrow EZ-IO Intraossues Vascular Access system, which allows our medics to gain vascular access to give life-saving medications to patients experiencing cardiac arrest and other high acuity type calls in which regular venous access is not possible.     GOAL To approve Resoluition 25-R-047 for the continued purchase of EMS specialized medical supplies.   COMMUNITY BENEFIT End-tidal carbon dioxide (EtCO2) monitoring, or capnography, offers several benefits in EMS, including early detection of respiratory problems, assessment of ventilation effectiveness, and confirmation of endotracheal tube placement. Waveform capnography is considered the gold standard on whether an airway intervention has been effective. The Arrow EZ-IO Intraosseous Vascular Access System provides a rapid and reliable method for gaining vascular access when intravenous (IV) access is difficult or impossible, enabling timely administration of fluids and medications.     SUMMARY OF RECOMMENDED ACTION Approve Resolution 25-R-047 to purchase ETCO2 cannulas and EZIO equipment.   FISCAL IMPACT The purchase of ETCO2 cannulas and EZIO equipment was factored and approved for the budget for The purchase of ETCO2 cannulas and EZIO equipment was factored and approved for the budget for FY25.  We will purchase the ETCO2 cannulas from either Boundtree Medical or Henry Schein, whichever can give the best price.  EZIO equipment has to be purchased via Teleflex due to them being sole source vendor.   RECOMMENDATION Staff recommends approval of Resolution 25-R-047 Attachments Resolution 25-R-047 with attachments  Sole Source Letter  RESOLUTION 25-R-047 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS AUTHORIZING THE PURCHASE OF SPECIALIZED MEDICAL SUPPLIES. WHEREAS, Schertz EMS has a need to purchase medical equipment to provide emergency medical services; and WHEREAS, Schertz EMS utilizes this medical equipment to fit the needs of the Department; and WHEREAS, Schertz EMS will purchase the Arrow™ EZ-IO™ Intraosseous Vascular Access System from Teleflex, LLC, a sole source vendor, of the necessary components and supplies for the Arrow™ EZ-IO™ Intraosseous Vascular Access System; and WHEREAS, Schertz EMS will purchase End-Tidal Carbon Dioxide cannulas (ETCO2) from Henry Schein or Boundtree Medical, cooperative vendors, for the necessary components and supplies for the ETCO2 cannulas; and WHEREAS, Subchapter F, Chapter 271.102 of the Texas Local Government Code, “Cooperative Purchasing Program Participation,” provides that a local government may participate in a cooperative purchasing program established to provide local governments access to contracts with vendors for the purchase of materials, supplies, services or equipment, and a local government that purchases goods and services through a cooperative satisfies the requirement of the local government to seek competitive bids for the purchase of the goods and services; and NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby authorizes purchases with Teleflex, LCC for the Arrow™ EZ-IO™ Intraosseous Vascular Access System in an amount not to exceed SEVENTY FIVE THOUSAND DOLLARS ($75,000.00) during each fiscal year and either Henry Schein or Boundtree Medical for ETCO2 cannulas in an amount not to exceed ONE HUNDRED THOUSAND DOLLARS ($100,000.00) during each fiscal year. 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 APPROVED on the _______ day of _______________, 2025. CITY OF SCHERTZ, TEXAS ________________________________ Ralph Gutierrez, Mayor ATTEST: _______________________________ Sheila Edmondson, City Secretary August 8, 2024 RE: Teleflex LLC—Sole Source for the Arrow™ EZ-IO™ Intraosseous Vascular Access System Dear Valued Customer: Thank you for your interest in the Arrow™ EZ-IO™ System, which uses a proprietary patented needle and power driver technology. Teleflex is the sole manufacturer of these components. The EZ-IO™ System is currently the only battery-operated intraosseous vascular access device that may be extended for up to 48-hour dwell time.* Through our direct sales team, Teleflex LLC, a wholly owned subsidiary of Teleflex Incorporated, markets, sells and/or services all non-federal Arrow™ EZ-IO™ Device customers within the continental United States. Please call our customer service to assist you with any questions or concerns: 1-866-246-6990. Sincerely, *The Arrow™ EZ-IO™ System is indicated anytime in which vascular access is difficult to obtain in emergent, urgent or medically necessary cases for up to 24 hours. For patients ≥12 years old, the device may be extended for up to 48 hours when alternate intravenous access is not available or reliably established. Teleflex, the Teleflex logo, Arrow and EZ-IO are trademarks or registered trademarks of Teleflex Incorporated or its affiliates. All other trademarks are trademarks of their respective owners. © 2024 Teleflex Incorporated. All rights reserved. MC-000964rev11 Teleflex 3015 Carrington Mill Blvd. Morrisville, NC 27560 USA Phone: 866-246-6990 Fax: 866-804-9881 teleflex.com J. Brad Libertore Vice President, Sales Emergency Medicine Mark Reis Vice President, Sales Global Military and Tactical Programs & EMS August 8, 2024 RE: Teleflex LLC—Sole Source for the Arrow™ EZ-IO™ Intraosseous Vascular Access System Dear Valued Customer: Thank you for your interest in the Arrow™ EZ-IO™ System, which uses a proprietary patented needle and power driver technology. Teleflex is the sole manufacturer of these components. The EZ-IO™ System is currently the only battery-operated intraosseous vascular access device that may be extended for up to 48-hour dwell time.* Through our direct sales team, Teleflex LLC, a wholly owned subsidiary of Teleflex Incorporated, markets, sells and/or services all non-federal Arrow™ EZ-IO™ Device customers within the continental United States. Please call our customer service to assist you with any questions or concerns: 1-866-246-6990. Sincerely, *The Arrow™ EZ-IO™ System is indicated anytime in which vascular access is difficult to obtain in emergent, urgent or medically necessary cases for up to 24 hours. For patients ≥12 years old, the device may be extended for up to 48 hours when alternate intravenous access is not available or reliably established. Teleflex, the Teleflex logo, Arrow and EZ-IO are trademarks or registered trademarks of Teleflex Incorporated or its affiliates. All other trademarks are trademarks of their respective owners. © 2024 Teleflex Incorporated. All rights reserved. MC-000964rev11 Teleflex 3015 Carrington Mill Blvd. Morrisville, NC 27560 USA Phone: 866-246-6990 Fax: 866-804-9881 teleflex.com J. Brad Libertore Vice President, Sales Emergency Medicine Mark Reis Vice President, Sales Global Military and Tactical Programs & EMS Agenda No. 5.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Facility & Fleet Subject:Resolution 25-R-045 - Authorizing expenditures with Way Mechanical to replace two rooftop air conditioning/heating units at the Schertz YMCA (B.James/D.Hardin/C.Lonsberry) BACKGROUND The City needs to replace two rooftop Air Conditioning/Heating units at the YMCA Recreation Center. Both units are the original units, 15 years old, and are at the end of their “life expectancy” and should be replaced instead of having major repairs done to them.  Way Mechanical was selected as an on-call vendor for the City of Schertz for HVAC service and replacements per resolution 24-R-147 in November of 2024. The total cost to replace the two rooftop units is $57,574.83. There is a lead time of six to eight weeks on the equipment, staff will push Way Mechanical to schedule the replacement as soon as possible with the hotter summer months approaching. GOAL To obtain authorization from City Council to enter into a contract with Way Mechanical to replace two old and inoperable rooftop Air Conditioning/Heating units at the YMCA Recreation Center. COMMUNITY BENEFIT The YMCA Recreation Center currently has two non-functional rooftop units that require replacement. Without these replacements, the remaining equipment at the center will be insufficient to maintain a comfortable temperature within the building. The repair and replacement of these units would ensure a comfortable environment for all members, allowing the community to continue enjoying essential recreational services year-round. This is consistent with the City's Strategic Plan goal of supporging strategic investment in City infrastructure. SUMMARY OF RECOMMENDED ACTION City staff recommends approval of the contract with Way Mechanical to replace the two HVAC units at the YMCA Recreation Center. FISCAL IMPACT The $57,574.83 is available and approved through the FY 24-25 base budget for Facilities Services. RECOMMENDATION Approval of Resolution 25-R-045. Attachments Resolution 25-R-045 with attachment  Agenda No. 6.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Finance Subject:Resolution 25-R-033 - Authorizing the EMS, Utility Billing, Schertz Magazine, and Library debt revenue adjustments (S.Gonzalez/J.Walters) BACKGROUND In the EMS, Utility Billing, Library and Magazine functions, services are provided to customers up front and billing is settled later. Since services are provided before receiving payment, inevitably the City has customers that do not pay for the services provided. When this occurs, staff reaches out to the customer to try to collect the outstanding payment including follow-up notices and phone calls to try to reach out to the customer to remind them of the outstanding balance and encourage payment. However, the longer the customer account goes without a payment the less likely that any payment will be received. Once a customer account reaches 180 days without payment, Staff brings those accounts to the City Council to be “written off”. This process is an accounting procedure following the Generally Accepted Accounted Principles (GAAP), which lays the framework of accounting practices in the U.S. This designation means it is unlikely those outstanding balances will ever be collected. This leads to an accounting adjustment on the City’s Financial Statements to accurately show how much is still outstanding and is reasonable to expect collection. If a customer’s account has been written off, this does not erase or forgive that debt. The city can and does collect some portion of the amount owed by those customers. This can be through the debt collection agency used by EMS or if the customer returns to the City and requests new services through the Magazine or Utility Billing. On August 27, 2019, City Council approved the Schertz EMS Charity Care Policy.  Approving the Charity Care Policy benefits our citizens who do not have insurance and do not have the ability to pay for ambulance services.  In the past, these accounts were sent to collections and written off throughout year with little expectation to recover any revenue.     When library materials are damaged while in possession of a cardholder, or when cardholders lose or never return library materials, the cost of the item is charged to the cardholders account. In addition, a $5.00 processing fee is charged per item. The processing fee is a recovery fee for such things as barcodes, property stamps, mylar covers, and RFID tags that are added to library property prior to circulation to the public. Library items can be checked out for 3 weeks and subsequently renewed for 2 additional 3-week periods, for a total check-out period of 9 weeks. If items are not returned at that time, they go into an overdue notification process. The first notification goes out by email, text or phone at 7 days overdue, followed by additional notifications at 30 days, 45 days, and a final billing notification at 60 days overdue. The resolution authorizes the debt for these areas that is more than 180 days outstanding as of March 1, 2025, to be written off. These write-offs come before council quarterly and last came before council on January 7, 2025. Previous Write off Amount:  March 2021:$1,330,234.88 June 2021:$904,511.15 September 2021:$750,502.47 December 2021:$587.362.56 March 2022:$675,977.28 June 2022:$564,972.72 September 2022:$842,197.07 December 2022:$660,162.69 March 2023:$709,180.00 June 2023:$629,399.75 September 2023:$1,043,989.48 December 2023:$736,479.42 March 2024:$939,856.26 June 2024:$786,518.97 September 2024:$755,410.63 December 2024:$718,424.29 March 2025:$1,345,608.95 For March 2025, EMS write offs are higher than normal due to bill processing delays caused by staff vacancies. Billing has been catching up in recent months and staff expects the write off amounts to decrease closer to normal levels. GOAL To approve write-offs of bad debt in accordance with the standards laid out by GAAP. COMMUNITY BENEFIT This will show the City's Financial Statements according to national standards and City policy. SUMMARY OF RECOMMENDED ACTION Approve Resolution No. 25-R-033 to write off receivables that are older than 180 days. FISCAL IMPACT This accounting adjustment will not affect the City’s Budget or financial standing. The amount written off is estimated during the budget process and is accounted for in the revenue estimations and the bad debt expense accounts. The action taken tonight will reduce the amount shown as owed to the City by $1,345,608.95 and set it equal to the amount seen as still reasonably collectible. The breakdown is as follows: EMS - $820,545.58 EMS Charity Care - $436,121.62 Utility Billing - $75,493.65 Library - $13,448.10 Magazine - $0.00   RECOMMENDATION Staff recommends Council approve Resolution No.25-R-033. Attachments Resolution 25-R-033  RESOLUTION NO. 25-R-033 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS AUTHORIZING DEBT REVENUE ADJUSTMENTS FOR CERTAIN INACTIVE OUTSTANDING RECEIVABLES AND OTHER MATTERS IN CONNECTION THEREWITH. WHEREAS, the City staff of the City of Schertz (the “City”) has recommended that the City maintains quarterly debt revenue adjustments for inactive outstanding accounts; and WHEREAS, The Centers for Medicare and Medicaid Services requires a charity care policy to continue participating in the Texas Ambulance Services Supplemental Payment Program (TASSPP); and WHEREAS, the City Council has determined that it is in the best interest of the City that all inactive outstanding accounts after 180 days nonpayment will be sent to City Council for consideration for write offs. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby authorizes the write off, including Charity Care, in the amount and distribution of accounts below: Function Amount EMS $820,545.58 Charity Care $436,121.62 Utility Billing $75,493.65 Magazine $0.00 Library $13,448.10 Total $1,345,608.95 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 finding 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 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 _____ day of __________, 2025. CITY OF SCHERTZ, TEXAS __________________________________ Ralph Gutierrez, Mayor ATTEST: ___________________________ Sheila Edmondson, City Secretary Agenda No. 7.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Engineering Subject:Resolution 25-R-052 - Authorizing a construction contract with E-Z Bel Construction for the 2024 SPAM Rehabilitation Project (B.James/K.Woodlee/J.Nowak) BACKGROUND During development of the SPAM resurfacing projects, some streets had deteriorated to a point where more than just resurfacing is needed.  For these streets, rehabilitation has been selected as the appropriate method to improve their quality and PCI score.  Rehabilitation involves removing the existing pavement from the surface; cement stabilizing the existing base underneath; and placing a new layer of pavement on the surface.  This method has been used in the past to address streets in the Northcliffe area after utility replacement and on portions of Cherry Tree.  The streets in this project include: St Andrews; Maple Drive; Dove Meadows; Spicewood; Silvertree; Idlewood; Gray Feather; White Wing; and Mourning Dove as shown in the attached maps. These streets were previously removed from earlier SPAM projects in order to stay within the available project budgets.  Delaying these streets allowed the earlier projects to focus on resurfacing streets before they deteriorated further and required more work than just resurfacing.  The intent was to do these streets when more funding was available for SPAM.  With the creation of the five-year Capital Improvement Plan, funding was identified to do the rehabilitation on these, and other streets in the City.  A bid package was created with the Base bid being St Andrews and Maple and Alternate 1 being the other streets. Bids were opened on March 25th and two bids were received.  The bids ranged from $3,226,322.50 to $3,950,435.00 for both the Base Bid and Alternate 1.  The low bid received was less than the Engineer's Estimate of $3,581,269.00.  Staff has reviewed both bids and confirmed that E-zBel construciton, LLC is the lowest responsible bidder for the project.  Since the low bid for both the Base Bid and Alternate 1 was below the Engineer's Estimate, Staff recommends awarding both schedules of the contract. GOAL Authorize the City Manager to execute a construction contract with E-Z Bel Construction, LLC for the Base Bid and Alternate 1 in the amount of $3,226,608 and a not-to-exceed total project amount of $3,581,000 for the 2024 SPAM Rehabilitation Project. COMMUNITY BENEFIT Rehabilitation of the streets will provide a new, more stable driving surface and restore the PCI scores of the streets to a near perfect score.  The new surface will be smoother for residents to drive on and it is expected that these streets will only need to be included in future SPAM resurfacing projects in order to preserve them. SUMMARY OF RECOMMENDED ACTION SUMMARY OF RECOMMENDED ACTION Authorize the City Manager to execute a construction contract with E-Z Bel Construction, LLC for the Base Bid and Alternate 1 in the amount of $3,226,608 and a not-to-exceed total project amount of $3,581,000 for the 2024 SPAM Rehabilitation Project. FISCAL IMPACT Funding for the project is available from Bond proceeds to be issued later this year and General Fund allocation of $1,225,000 as approved in the FY 2023-24 Budget.  The proposed funding breakdown for the project is as follows:  Base Bid $1,534,881.50 Alternate 1 $1,691,726.50 Contingency $354,000 Total $3,581,000 RECOMMENDATION Approve Resolution 25-R-052 Attachments 2024 SPAM Rehabilitiation Maps  Resolution 25-R-052 with attachments  Bid Response Log  2024 SPAM Rehabilitation Streets RESOLUTION 25-R-052 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS AUTHORIZING A CONSTRUCTION CONTRACT WITH E-Z BEL CONSTRUCTION, LLC FOR THE 2024 SPAM REHABILITATION PROJECT, AND OTHER MATTERS IN CONNECTION THEREWITHTHE. WHEREAS, City Staff identified various streets in the City of Schertz that needed rehabilitation; and WHEREAS, a construction contract and bidding package was created to retain a contractor to rehabilitate various streets in the City of Shertz; and WHEREAS, the bidding package contained a Base Bid and an Alternate 1; and WHEREAS, the project was publicly advertised for bids in accordance with public entity procurement regulations; and WHEREAS, two (2) bids were received and opened on March 25, 2025; and WHEREAS, City Staff reviewed the bids and confirmed that E-Z Bel Construction, LLC is the lowest responsible bidder for the project; and WHEREAS, the unit prices in the bid appear reasonable compared to similar work performed on recent other projects; and WHEREAS, funding for the proposed contract is available from Bond proceeds earmarked for street projects; and WHEREAS, the City Council of the City of Schertz wishes to award the construction contract to for the Base Bid and Alternate 1 to E-Z Bel Construction, LLC 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 necessary construction contract documents in substantially the same form as attached as Exhibit A with E-Z Bel Construction, LLC in the amount of THREE MILLION, TWO HUNDRED TWENTY SIX THOUSAND, SIX HUNDRED EIGHT DOLLARS ($3,226,608.00) and a not to exceed amount of THREE MILLION, FIVE HUNDRED EIGHTY ONE THOUSAND DOLLARS ($3,581,000.00) for the 2024 SPAM Rehabilitation Project. 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 APPROVED on the _______ day of _______________, 2025. CITY OF SCHERTZ, TEXAS ________________________________ Ralph Gutierrez, Mayor ATTEST: _______________________________ Sheila Edmondson, City Secretary EXHIBIT A Construction Contract with E-Z Bel Construction, LLC for 2024 SPAM Rehabilitation Project EJCDC® C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page A-1 of 7 AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT (STIPULATED PRICE) THIS AGREEMENT is by and between City of Schertz (“Owner”) and E-Z Bel Construction, LLC (“Contractor”). Owner and Contractor hereby agree as follows: ARTICLE 1 – WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Repairs to damaged/settled pavement on Trainer Hale Road. ARTICLE 2 – THE PROJECT 2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: 2024 SPAM Rehabilitation Project. ARTICLE 3 – ENGINEER 3.01 The part of the Project that pertains to the Work has been designed by Kimley-Horn and Associates, Inc. 3.02 The Owner has retained the City of Schertz Engineering Department and Kimley-Horn and Associates, Inc. (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 – CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. Contract Times: Days B. If a contract is awarded for multiple schedules, the Work is expected to be substantially completed within 270 calendar days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 30 calendar days after the date of substantial completion. The number of days to substantial completion will be negotiated with the successful bidder and shall be within the range listed in this paragraph. If multiple schedules are awarded, the following Contract Times will apply for each schedule: 1. Base bid = 120 calendar days 2. Bid alternate = 150 calendar days EXHIBIT A Construction Contract with E-Z Bel Construction, LLC for 2024 SPAM Rehabilitation Project EJCDC® C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page A-2 of 7 C. Parts of the Work shall be substantially completed on or before the following Milestone(s): 1. All work completed 270 calendar days from Notice to Proceed. 4.02 Liquidated Damages A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. The Contractor acknowledges and recognizes that the Owner is entitled to full and beneficial occupancy and use of the completed work following expiration of the Contract Time. The Contractor further acknowledges and agrees that, if the Contractor fails to substantially, or cause the Substantial Completion of any portion of the Work within the Contract time, the Owner will sustain actual damages as a result of such failure. The exact amount of such damages will be difficult to ascertain. Therefore, the Owner and Contractor agree that, if the Contractor shall neglect, fail, or refuse to achieve substantial completion of the Work by the Substantial Completion date, subject to proper extension granted by the Owner, then the Contractor agrees to pay the Owner the sum of: 1. Six hundred dollars ($600.00) per day for each day in which such Work is not completed, not as penalty, but as liquidated damages, for the damages (“Liquidated Damages”) that would be suffered by Owner as a result of delay for each and every calendar day that the Contractor shall have failed to have completed the Work as required herein. The Liquidated Damages shall be in lieu of any and all other damages which may be incurred by Owner as a result of the failure of Contractor to complete within the Contract Time. ARTICLE 5 – CONTRACT PRICE 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amounts that follow, subject to adjustment under the Contract: A. For all Work, at the prices stated in Contractor’s Bid, attached hereto as an exhibit. The extended prices for Unit Price Work set forth as of the Effective Date of the Contract are based on estimated quantities. As provided in Paragraph 13.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by Engineer. ARTICLE 6 – PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions. 6.02 Progress Payments; Retainage A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment on a monthly basis during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units EJCDC® C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page A-3 of 7 completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract a. 95 percent of Work completed (with the balance being retainage); and b. 95 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to the full amount of the contract, less such amounts set off by Owner pursuant to Paragraph 15.01.E of the General Conditions, and less such amounts as the Engineer shall determine for incomplete Work, retainage applicable to such work and unsettled claims. 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with Paragraph 15.06 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 15.06. ARTICLE 7 – INTEREST 7.01 All amounts not paid when due shall bear interest at the maximum rate allowed by law, not to exceed 1% per month. ARTICLE 8 – CONTRACTOR’S REPRESENTATIONS 8.01 In order to induce Owner to enter into this Contract, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents, and any data and reference items identified in the Contract Documents. B. Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site, if any, that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings. E. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, with respect to the effect of EJCDC® C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page A-4 of 7 such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and (3) Contractor’s safety precautions and programs. F. Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Contractor’s entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 9 – CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages A-1 to A-7, inclusive). 2. Performance bond (pages PB-1 to PB-3, inclusive). 3. Payment bond (pages PYB-1 to PYB-3, inclusive). 4. General Conditions consisting of 72 pages of a modified version of EJCDC C-700, having a title page with the general title: STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT. 5. Supplementary Conditions (pages SC-1 to SC-11, inclusive). 6. Specifications as listed in the table of contents of the Project Manual. 7. Drawings (not attached but incorporated by reference) consisting of 58 sheets with each sheet bearing the following general title: 2024 SPAM Rehabilitation Project. 8. Addenda (numbers _1__ to _1__, inclusive). 9. Exhibits to this Agreement (enumerated as follows): a. Contractor’s Bid (pages BF-1 to BF-7, inclusive). b. Prohibition on Contracts with Companies Boycotting Israel (page P-1) c. Summary of Work (pages 01010-1 to 01010-3) 10. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: a. Notice to Proceed. EJCDC® C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page A-5 of 7 b. Work Change Directives. c. Change Orders. d. Field Orders. B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in the General Conditions. ARTICLE 10 – MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. Unless expressly agreed to elsewhere in the Contract, no assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, money that may become due and money that is due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Contractor’s Certifications A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 10.05: 1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process or in the Contract execution; 2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of EJCDC® C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page A-6 of 7 Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition; 3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and 4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. B. Certifications required by State Law 1. Non-Boycott of Energy. Contractor certifies that either (a) it does not boycott Israel and will not boycott energy companies; and (b) will not boycott energy companies during the term of the contract resulting from this solicitation. Contractor shall state any facts that make it exempt from the boycott certification as an attachment to this agreement. 2. Non-Boycott of Firearm Entity. Contractor certifies that it: (a) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (b) will not discriminate during the term of the contract against a firearm entity or firearm trade association. 10.06 Other Provisions A. Owner stipulates that if the General Conditions that are made a part of this Contract are based on EJCDC® C-700, Standard General Conditions for the Construction Contract, published by the Engineers Joint Contract Documents Committee®, and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown all modifications to the standard wording of such published document to the Contractor, through a process such as highlighting or “track changes” (redline/strikeout), or in the Supplementary Conditions. EJCDC® C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price). Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page A-7 of 7 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. This Agreement will be effective on __________ (which is the Effective Date of the Contract). OWNER: CONTRACTOR: By: By: Title: Title: (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.) Attest: Attest: Title: Title: Address for giving notices: Address for giving notices: License No.: (where applicable) (If Owner is a corporation, attach evidence of authority to sign. If Owner is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of this Agreement.) Generated on Mar 25, 2025 3:34 PM CDT - Daniel Ellenburg Page 1 of 1 Bid Response Log 2024 SPAM Rehabilitation Project IFB 2025-001 Supplier Date Submitted Seal Status Main Bid Bid Alternate 1 R.L. Jones LP Mar 25, 2025 9:25 AM CDT $1,737,753.00 $2,212,682.00 E-Z Bel Construction, LLC Mar 25, 2025 12:35 PM CDT $1,534,881.50 $1,691,726.50 Agenda No. 8.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Executive Team Subject:Resolution 25-R-055 - Authorizing a Roadway Impact Fee Offset Agreement with the developer of the Heritage Oaks Subdivision (S.Williams/B.James) BACKGROUND The developer of the Heritage Oaks residential subdivision is proposing to realign and is required to construct Wiederstein Road from Schertz Parkway to approximately 200' short of Dietz Creek. Wiederstein Road is on the City's Roadway Impact Fee Capital Improvements Plan, and as such the City is required to provide offset/credits to the developer for this construction. The developer can utilize the offsets to reduce the amount of roadway impact fees that are paid. The amount of the offset/credit is calculated based on the number of lanes being constructed, the length of construction and the type of roadway, which impacts the amount of capacity being added. Roadway Impact fees are paid at time of issuance of building permits. As a side note, the City Council on April 1, 2025 approved Resolution 25-R-044 authorizing a reimbursement agreement with this developer to have the developer construct the 200' section from where they are required to construct it to Dietz Creek. The City will reimburse the developer for their costs to construct this approximately 200' long section and the developer will not receive roadway impact fee offsets/credits for this 200' section.  GOAL Provide for the orderly development of infrastructure within the City of Schertz. COMMUNITY BENEFIT Provide for the development of infrastructure in a timely, cost-effective manner.  SUMMARY OF RECOMMENDED ACTION Approval of Resolution 25-R-055 authorizing a Roadway Impact Fee Offset Agreement with the developer of the Heritage Oaks residential subdivision for constructing almost 2,000 feet of Wiederstein Road from Schertz Parkway to 200' short of Dietz Creek. FISCAL IMPACT The value of the offset is $373,660.00 but the City is required per State Law and City Ordinance to provide this credit in exchange for the road construction. RECOMMENDATION Approval of Resolution 25-R-055. Attachments Resolution 25-R-055 with Attachment  Agenda No. 9.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Finance Subject:Ordinance 25-T-016 - Authorizing an amendment to the Fiscal Year 2024-2025 Budget (S.Gonzalez/J.Walters) BACKGROUND The city's Fiscal Year (FY) 2024-2025 Budget was adopted with Ordinance 24-T-150. The budget outlines how the city will spend its annual revenues to best serve the community. The budget can be modified by council authorization when necessary throughout the year. As previously directed, staff will try to limit the number of budget adjustments that come to council throughout the year by bundling different budget requests together in one adjustment ordinance. This adjustment will adjust the budgets of multiple departments as needed, including to fund projects as previously authorized by the City Council. This adjustment will be for multiple departments. The Police Budget is proposed to increase its supplies by $71,324 to outfit vehicles and $7,396 to complete the dispatch update project. In addition, it would also increase its equipment budget for the Axon video recording system in the amount of $49,983.  All of these items were budgeted in the previous fiscal year but had to be expensed to the current year due to long lead times and delivery delays.  Police will also increase its equipment budget by $89,000 and recognize an offsetting grant of $74,190 for the Flock Camera system as approved. Finally Police will increase its budget to accommodate 5 additional Student Resource Officers and vehicles in the amount of $347,900 as approved by resolution 25-R-009, $236,750 for personnel and will recognize additional funding from the school of $169,835. In the agreement the City takes the cost of vehicles but is reimbursed by the school over the life of the vehicle.  The Fire Department Budget is proposed to increase $38,776 for the Battalion Chief's Truck replacement that was approved in the previous fiscal year. The Parks Department Budget is proposed to increase $4,450 to finish the study on the GNT Riata Segment that was partially paid last year. This will complete the amount approved in the contract. The IT Division Budget is proposed to increase $36,300 to approved projects including $15,000 for the Library Access Project, $17,000 for the Police Department Fingerprint Scanner, and $4,300 for Intune Licenses. The Inspections Division Budget is proposed to increase $10,000 in order to spend expected Technology fees for software updates and expansions throughout the year. The Fleet Division Budget is proposed to increase $12,000 to cover the cost of vehicle repairs and set the amount to the amount as approved in the Fiscal Year 2023-24 Budget. The Facilities Budget will increase by $200,000 to complete the Library Foundation Repairs. These funds will come from the amounts previously set aside for paving grassy areas in staging areas at 10 Commercial Place. The City will transfer $1,225,000 from reserves to Capital Projects to complete the 2024 Street Preservation and Maintenance (SPAM) projects that were originally budgeted in the 2023-24 fiscal year. The City is proposing to increase the budget for Woman Hollering Creek by $550,000 in order to close the project. This project has currently spent $12,623,574.03 out of the $13,249,789 contractually approved expenditures and has $515,923 remaining on open purchase orders. At the start of the project, there were not enough wastewater impact fees currently collected in order to fully fund the project. As additional funds were collected throughout the life of the project, they were then budgeted to be transferred into the project. The City is proposing to increase the Roadway Impact Fee Area 2 budget by $154,536 as approved by resolution 25-R-044 to reimburse improvements in the Heritage Oak Residential subdivision. GOAL To adjust the budget and align additional revenues to expenditures for FY 2024-2025. COMMUNITY BENEFIT To maintain a complete and balanced budget as identified as a goal in the City's Strategic Plan and that meets State and Charter requirements. SUMMARY OF RECOMMENDED ACTION Staff recommends approval of Ordinance 25-T-016 FISCAL IMPACT The budget will adjustment will increase the General Fund Budget for FY 2024-25 by $2,328,879. This will be offset by $244,025 in reimbursements and $200,000 transferred from the Capital Projects Fund. The remaining $1,884,854 will be funded through use of fund balance. Fund Balance ended last fiscal year at $16,203,459. The General Fund was budgeted to decrease the fund balance in FY 2023-24 by $2,000,000 but only decreased it by $500,000. These funds will cover the budget adjustment as proposed and the City will stay aligned with its 5 year forecast. The Capital Recovery Sewer Fund budget will increase $550,000 for a transfer out to the Woman Hollering Trunk Line Project and is funded through its reserves of $744,300. The Roadway Impact Fee Area 2 Fund budget will increase $154,536 to reimburse improvements to Heritage Oak Residential subdivision from fund balance of $848,000. RECOMMENDATION Staff recommends approval of Ordinance 25-T-016 Attachments Ordinance 25-T-016  ORDINANCE NO. 25-T-016 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS AUTHORIZING AN ADJUSTMENT TO THE FISCAL YEAR 2024-2025 BUDGET, REPEALING ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT WITH THIS ORDINANCE; AND PROVIDING AN EFFECTIVE DATE WHEREAS, pursuant to Ordinance 24-T-150, the City of Schertz (the “City”) adopted the budget for the City for the fiscal year 2024-2025 (the “Budget), which provides funding for the City’s operations throughout the 2024-2025 fiscal year; and WHEREAS, the City needs to authorized budget amounts of $3,033,415.00 for expenditures approved by contract or direction during the 2024-25 Fiscal Year ; and WHEREAS, City staff recommends that the City Council of the City adjust the Budget and approve the ordinance; and WHEREAS, the City Council of the City has determined that it is in the be st interest of the City to adjust the and re-authorize the funds as more fully set forth in this Ordinance. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City shall increase the Police Budget by $802,353.00 to purchase Student Resource Officer (SRO) Vehicles, hire Student Resource Officers, to purchase the Flock camera system, purchase equipment for the Axon video recording system, increase supplies to outfit replacement vehicles, and to complete the dispatch upgrade project . The Police would recognize $244,025.00 in reimbursements for the SRO program and the Flock Cameras. Section 2. The City shall increase the Fire Budget by $38,776.00 to purchase a Battalion Chief vehicle. Section 3. The City shall increase the Parks Budget by $4,450.00 to complete the Riata study. Section 4. The City shall increase the Information Technology Budget by $36,300.00 for computer licenses and equipment. Section 5. The City shall increase Inspection Division Budget by $10,000.00 for software maintenance. Section 6. The City shall increase the Fleet Division Budget by $12,000.00 for the additional operating supplies. 50558021.1 - 2 - Section 7. The City shall increase the Facility Maintenance Division Budget by $200,000.00 to fully fund the Library Foundation Repair construction. Section 8. The City shall increase the General Fund Budget by $1,225,000.00 as a transfer to Capital Projects Fund for the 2024 Street Preservation and Maintenance program. Section 9. The City shall increase the Capital Impact Fee Sewer Budget by $550,000.00 to provide the remaining funding for the Woman Hollering Creek Trunk Line project . Section 10. The City shall increase the Roadway Impact Fee Area 2 Budget by $154,536 to reimburse improvements to the Heritage Oak Subdivision. Section 11. 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 12. 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 13. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 14. 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 15. 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 16. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. PASSED and APPROVED, the _____ day of ____________, 2025. CITY OF SCHERTZ, TEXAS 50558021.1 - 3 - Ralph Gutierrez, Mayor ATTEST: Sheila Edmondson, City Secretary Agenda No. 10.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject: Resolution 25-R-021 - Authorizing the approval of a Development Agreement with BFR LLC for the approximately 30 acre tract at FM 1518 and Woman Hollering Road (S.Williams/B.James) BACKGROUND Staff is recommending City Council authorize a Development Agreement with BFR LLC. The agreement commits the City to providing water and sewer service to their property, an approximately 30 acre tract located at the northeast corner of Woman Hollering Road and FM 1518,  that is currently in the City's Extraterritorial Jurisdiction (ETJ) and to limit city water and sewer impact fees to the amount currently being charged. Additionally, it provides that the proposed use of the property, a multi-family complex, be an allowed use. The owner agrees to petition for voluntary annexation once the project has been constructed. Prior to executing the agreement, the City must obtain additional capacity in the south plant from either GVSUD or City of Cibolo. As such the resolution stipulates that capacity must be obtained prior to executing the Development Agreement.   GOAL Authorize a Development Agreement to provide for the orderly growth and development of property. COMMUNITY BENEFIT Provides for the orderly growth and development of property that allows for the City to better plan for infrastructure needs. SUMMARY OF RECOMMENDED ACTION Approval of Resolution 25-R-021 authorizing a Development Agreement with BFR LLC the owner of an approximately 30 acre tract at the corner of FM 1518 and Woman Hollering Road.  RECOMMENDATION Approval of Resolution 25-R-021. Attachments Resolution 25-R-021 with attachment  Agenda No. 11.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:Resolution 25-R-005 - Approving a Utility Service Extension Request for the Woman Hollering Townhomes (B.James/K.Woodlee) BACKGROUND When a property within the City Limits of the City of Schertz is proposed for development and is within the City's area of Certificate of Convenience and Necessity (CCN), the connection to the City's water and/or wastewater utilities is reviewed and processed through established procedures of the platting process.  In the past, when a property outside the City Limits was proposed for development and there was a need for City water and/or wastewater service, it was required that the property be annexed into the City.  Subsequent to annexation, the platting process would take place.  The City cannnot require annexation as a condition to provide utility services to a property within its CCN. As a result the UDC was amended via Ordinance 24-S-14 to instead require that the developer submit a request for Utility Service Extension.  According to the UDC, authority to approve the request lies with City Council.  Once approved, the developer may submit for permits to construct the necessary improvements in order to be served by the City's utility infrastructure. The proposed development is approximately 30.48 acres situated along FM 1518 on the north side of its intersection with Woman Hollering Road (12535 Woman Hollering Road).  The developer proposes to construct a multifamily or townhome development with up to 230 living unit equivalents (LUEs) and desires to connect to public water and wastewater systems.  Staff has evaluated the request based on existing water and wastewater facilities, flows expected to be generated by the proposed development, and the projection of other future flows from the vicinity.  Adequate capacity in both the water distribution system and the wastewater collection system currently exists to serve the development.  The following criteria should be considered for final action determination. 1.  Whether the proposed development to be served by the extension is consistent with the Comprehensive Land Plan.  The property lies within areas designated as Complete Neighborhood and Local Corridor.  A mixture of housing types and multifamily developments are identified as appropriate in those areas.  2.  Whether the extension is proposed to be constructed in accordance with all applicable City ordinances, resolutions, regulations, and standards.  The utility extensions and connections will be constructed in accordance with applicable City standards.  3.  Whether it is feasible to annex the property, and any intervening property which is needed for utility rights-of-way, into the City.  If requested by the property owner, the property could be annexed into the City.  No additional rights-of-way across the property are currently identified as being needed.  It is also of note that the property owner proposes to enter into an agreement for annexation after certain milestones occur.  4.  Whether the utility extension would compromise the City's ability to timely provide adequate water or wastewater facilities to property inside the City.  The proposed extensions are not expected to compromise the City's ability to provide timely and adequate water or wastewater facilities to property inside the City Limits.  5.  Whether the utility extension will lead to premature development that cannot be served efficiently and timely by roadway, drainage, or park facilities.  The proposed extensions will not lead to premature development that cannot be served by existing roadway, drainage, or park facilities.  6.  Whether the utility extension is financially feasible given the proposed means of financing the extension.  The proposed extensions will be paid for by the developer.  7.  Whether the utility extension will lead to significant degradation of water quality or other environmental resources, either from construction of the water or wastewater improvements, development of the property owner's land, or development of other land that may be served through the extended facilities.  The proposed extensions are not expected to lead to significant degradation of environmental resources.  8.  Whether the property owner proposes to extend wastewater facilities without utilizing City water facilities.  The property owner proposes to extend and be served by both City wastewater and City water facilities.  9.  The extent to which the proposed agreement promotes the health, safety, or general welfare of the City and the safe, orderly, efficient and healthful development of the City.  By following City standards and extending utilities to provide for future extension beyond the proposed development, the extensions and proposed development of the property will allow for orderly development and is not expected to jeopardize the safe, efficient, and healthful development of the City.  A development agreement is also being proposed to include annexation of the property after certain milestones of development have been met.   In conjunction with this item, staff has worked with the property owner on a Development Agreement, Resolution 25-R-021.In light of the need to acquire additional capacity, this resolution is conditioned upon approval of the Development Agreement. GOAL The goal of the resolution is the approval of the water and wastewater Utility Extension Request for the proposed development known as the Woman Hollering Townhomes. COMMUNITY BENEFIT By allowing the extension of public utilities to the proposed Woman Hollering Townhome development, a short extension of the sanitary sewer main will be constructed to provide a connection point for several parcels within the City's CCN and the City Limits.  Also, without approval of the service extension request, the property might still be developed, although at a lower density but with on-site septic facilities which are not desirable if public facilities are nearby and accessible.  The property owner has also agreed to be annexed into the City Limits once certain development steps are completed. SUMMARY OF RECOMMENDED ACTION Staff recommends that Council approve the request for Utility Service Extension for City of Schertz Public Water and Wastewater infrastructure to the proposed Woman Hollering Townhomes project along with the proposed development agreement with the property owner. RECOMMENDATION Approve Resolution 25-R-005. Attachments Resolution 25-R-005  Vicinity Map  Utility Service Extension Request  RESOLUTION NO. 25-R-005 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS, APPROVING A UTILITY SERVICE EXTENSION REQUEST FOR WATER AND WASTEWATER UTILITIES TO THE PROJECT KNOWN AS THE WOMAN HOLLERING TOWNHOMES WHEREAS, the City of Schertz (the “City”) provides retail water and wastewater service under Certificates of Convenience and Necessity (CCNs) issued by the Public Utility Commission of Texas (PUC) to certain areas in Bexar County; and WHEREAS, the property on the north side of the intersection of Woman Hollering Road and FM 1518 is outside the City Limits of the City but within the City’s water and wastewater CCNs; and WHEREAS, the developer of the property on the north side of the intersection of Woman Hollering Road and FM 1518 (12535 Woman Hollering Road) proposes a project known as the Woman Hollering Townhomes and has submitted a Utility Service Extension Request to be served by City water and wastewater without being annexed into the City; and WHEREAS, the City Council has determined that the criteria for approval of the Utility Service Extension Request as set forth in Unified Development Code (UDC) Section 21.4.11 are being met. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1.The City Council hereby approves the Utility Service Extension Request for the project known as the Woman Hollering Townhomes thereby allowing the submittal of applications for, construction of, and connection to City water and wastewater utilities for up to 230 living unit equivalents (LUEs). 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 __ day of _________________, 2025. CITY OF SCHERTZ, TEXAS Ralph Gutierrez, Mayor ATTEST: Sheila Edmondson, City Secretary (CITY SEAL) 5113 Southwest Parkway, Suite 260, Austin, Texas 78735 T: 512.899.0601 Firm Registration No. F-786 www.malonewheeler.com May 21st, 2024 City of Schertz Attn: Kathryn Woodlee City Engineer 11 Commercial Place Schertz, TX 78154 Re: Woman Hollering Townhomes – Service Extension Request (SER) Ms. Woodlee, The Woman Hollering project is located in a 30.48-acre tract at 12535 Woman Hollering Road, in the Extraterritorial Jurisdiction of the City of Schertz, Texas. The property is located west of FM 1518 and north of Woman Hollering Road, a private roadway owned by a third-party individual in the Tom Williams subdivision. The subject tract used to have an existing single-family home that was recently demolished. The property is currently vacant/undeveloped and is proposed to be developed with up to 230 residential units, which could be townhomes or apartments with a proposed clubhouse, which would equal but not exceed 230 LUEs. No subdivision of the land is being proposed; the City of Schertz issued a “Certificate of Determination” in March 13, 2023 acknowledging that the City will not require platting given that the property is located in the ETJ. This letter is being submitted to serve as the Service Extension Request (SER) for water (domestic, irrigation and fire flow) and wastewater services for this project. Per previous discussions with City staff, no water line extension will be required along Woman Hollering Road, a private dead-end road, where an existing 4” water line is already in place serving the properties in the cul-de-sac, and where no additional development is feasible due to the nature of the lot and street layout. A water meter is proposed to connect to the existing City of Schertz 12” water line on the west side of FM 1518 to serve the proposed Woman Hollering development; the proposed water meter size will be determined with site plan design when fixture unit counts become available. For wastewater service, an 8” wastewater line is proposed to be extended along the property’s frontage on the west side of FM 1518 and connect to the existing City of Schertz wastewater system on the east side of FM 1518. Per the wastewater analysis performed, the proposed 8” line will have adequate capacity to handle the 230 LUEs and estimated I&I (16,100 gpd) for the Woman Hollering development. An exhibit showing the proposed wastewater line extension and water meter is included with this submittal. A “Will Serve Letter” was issued by the City of Schertz on December 6th, 2022, confirming the City’s availability to provide water and wastewater services for the Woman Hollering project. This SER is being submitted as the next step in the development process to show the proposed public improvements and confirm that water and wastewater capacity will be reserved in the City’s public utility systems for the requested 230 LUEs that are anticipated for the project. Should there be any questions or comments, please do not hesitate to contact me via email at claudiam@malonewheeler.com or by phone at 512-618-0437. Thank you for your efforts on this project. Firm Registration No. F-786 www.malonewheeler.com Sincerely, Malone Wheeler, Inc. Claudia Morlotti, E.I.T. Assistant Project Manager Agenda No. 12.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:City Secretary Subject:Tax Increment ReInvestment Zone Board (TIRZ) Appointments/Reappointments (Mayor Gutierrez) BACKGROUND Tax Increment Reinvestment Zones (TIRZs) are special zones created by City Council to attract new investment in an area. These zones help finance the costs of redevelopment and promote growth in areas that would otherwise not attract sufficient market development in a timely manner. The City of Schertz Tax Increment Reinvestment Zone (TIRZ) Board consists of nine Board Members. Five of the nine board members had terms that expired on March 31, 2025. The City Council reappointed Councilmember Mark Davis, Mr. Clark McChesney, Mr. Brad Pittenger to the TIRZ Board and appointed Councilmember Paul Macaluso and Mayor Ralph Gutierrez. With four of the five positions being filled, there is one position open.    Agenda No. 13.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Planning & Community Development Subject: Ordinance 25-S-011 – Conduct a public hearing and consider a request to rezone approximately 0.4 acres of land from Single-Family Residential District (R-2) to Single-Family Residential District (R-6), known as 305 Aviation Avenue, more specifically known as Guadalupe County Property Identification Number 174165, City of Schertz, Guadalupe County, Texas (B.James/L.Wood/D.Marquez). BACKGROUND The applicant is requesting to rezone approximately 0.4 acres from Single-Family Residential District (R-2) to Single-Family Residential District (R-6). It is currently one platted lot that is part of the Aviation Heights Subdivision, specifically Lot 61, Block 24, with no existing structure on the property. The subject property has direct frontage on Aviation Avenue, a local road, and is within the 1% Annual Chance Flood Hazard Zone. A Replat was recorded in 2019 to combine five (5) lots to create Lot 61, Block 24 (the subject property). The property is currently zoned Single-Family Residential District (R-2), but the applicant is requesting Single-Family Residential District (R-6) to split the lot into two lots and build two single-family homes. On February 19, 2025, twenty-seven (27) public hearing notices were mailed to the surrounding property owners within a 200-foot boundary of the subject property and the Schertz-Cibolo-Universal City Independent School District. At the time of the staff report, zero (0) responses in favor, zero (0) responses neutral, and three (3) responses in opposition have been received. A public hearing notice was published in the "San Antonio Express" on March 26, 2025. Additionally, the applicant placed a notification sign on the subject property. The Planning and Zoning Commission held a public hearing for the item on March 5, 2025.  The subject property is located within the Aviation Heights Subdivision, one of the oldest subdivisions in Schertz. Aviation Heights was originally platted in 1928 and the City of Schertz was incorporated in 1958. The Aviation Heights Subdivision established multiple residential lots and blocks of approximately 25-feet in width and 122-feet in depth. The residential development in the existing Aviation Heights consists of two or more of the original Aviation Heights residential lots. The current lot sizes are dictated by the amount of consecutive lots purchased to build a single-family home. Many of the lots have not gone through the Replat process, thus there are multiple nonconforming lots that do not comply with the existing Single-Family Residential District (R-2) zoning that the subdivision was given. For example, the lot immediately west of the subject property consists of Lots 41, 42 and the western half of lot 43, and is 63 feet in width. To the east of the subject property, the lot consists of lots 49, 50, and 51 with a width of approximately 65 feet. Even though these properties are zoned Single-Family Residential District (R-2), the actual width of the developed lots (consisting of multiple lots) is more aligned with the zoning district of Single-Family Residential District (R-6), the proposed zoning district of the subject property.    Table 21.5.7.A Dimensional Requirements Residential Zoning Districts  Minimum Lot Size and Dimensions Minimum Yard Setback Miscellaneous Lot Requirements Code Zoning District Area Sq.Ft. Width Ft. Depth Ft. Front Ft. Side Ft. Rear Ft. Minimum Off-Street Parking Requirements Max Height Max Impervious Coverage R-2 Single-Family Residential District 8,400 70 120 25 10 20 2 35'50% R-6 Single-Family Residential District 7,200 60 120 25 10 20 2 35'50% GOAL The proposed zone change is for approximately 0.4 acres of land to Single-Family Residential District (R-6). Per the letter of intent submitted with the application, the applicant would like to split the lot to build two homes. 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 When evaluating zone changes, Staff refers to the criteria listed in UDC Section 21.5.4.D. The criteria are listed below: 1. Whether the proposed zoning change implements the policies of the adopted Comprehensive Land Plan, or any other applicable adopted plans; The subject property is designated as Complete Neighborhood in the Comprehensive Land Use Plan-Future Land Use Map. The Complete Neighborhood land use designation is intended for a mixture of housing options with supporting land uses, such as neighborhood commercial. When considering the existing land uses, the subject property is surrounded by single-family residences and the applicant is also proposing single-family residences. The proposed Single-Family Residential District (R-6) meets the intent of the Complete Neighborhood Land Use Designation and implements the Policies of the Comprehensive Land Use Plan due to the compatibility with the existing land uses and existing zoning district site dimensional requirements. 2. Whether the proposed zoning change promotes the health, safety, and general welfare of the City. As part of promoting health, safety, and welfare, the City should encourage development compatible with surrounding uses utilizing standards and transitional uses to alleviate negative impacts. The subject property is surrounded by residences and the applicant is proposing a residential use. The uses permitted within Single-Family Residential District (R-2) are also allowed within Single-Family Residential District (R-6). 3. Whether other uses permitted by the proposed change will be consistent and appropriate with existing uses in the immediate area. The subject property is part of one of the oldest subdivisions within the City of Schertz. Although residential properties within Aviation Heights are zoned Single-Family Residential District (R-2), they may meet the dimensional requirements of other zoning districts. The applicant is proposing Single-Family Residential District (R-6), which would result in the same uses that are permitted within Single-Family Residential District (R-2). 4. Whether other factors are deemed relevant and important in the consideration of the amendment. Schertz Fire, EMS, and Police have been notified of the zone change request and have provided no objection. A public hearing notice was also mailed to Schertz-Cibolo-Universal City Independent School District. The most recent SCUC ISD Demographic Report and 10 Year Campus Forecasting Report have been attached to the Staff Report.The Planning and Zoning Commission and City Council have not provided other factors for the consideration of the amendment. RECOMMENDATION Staff Recommendation Due to the proposed zone change to Single-Family Residential District (R-6) meeting the intent of the Complete Neighborhood Land Use Designation and compatibility with the existing neighborhood at the subject property, Staff recommends approval of Ordinance 25-S-011. Planning and Zoning Commission Recommendation The Planning and Zoning Commission held a public hearing for the item on March 5, 2025, and made a recommendation of approval to City Council with a unanimous vote. Attachments Ordinance 25-S-011 With Attachments  Aerial Exhibit  Notification Map  Public Hearing Responses  Letter of Intent  SCUC ISD 10- Year Forecasting  SCUC ISD Demographic Report  City Council Presentation Slides  ORDINANCE 25-S-011 AN ORDINANCE BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS TO REZONE APPROXIMATELY 0.4 ACRES OF LAND FROM SINGLE-FAMILY RESIDENTIAL DISTRICT (R-2) TO SINGLE-FAMILY RESIDENTIAL DISTRICT (R-6), KNOWN AS 305 AVIATION AVENUE, MORE SPECIFICALLY KNOWN AS GUADALUPE COUNTY PROPERTY IDENTIFICATION NUMBER 174165, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS. WHEREAS, an application for a request to rezone approximately 0.4 acres of land from Single-Family Residential District (R-2) to Single-Family Residential District (R-6), known as 305 Aviation Ave, also known as Guadalupe County Property Identification Number 174165, more specifically described in the Exhibit A and Exhibit B attached herein (herein, the “Property”) has been filed with the City; and WHEREAS, the City’s Unified Development Code Section 21.5.4.D. provides for certain criteria to be considered by the Planning and Zoning Commission in making recommendations to City Council and by City Council in considering final action on a requested zoning (the “Criteria”); and WHEREAS, on March 5, 2025, the Planning and Zoning Commission conducted a public hearing and, after considering the Criteria, made a recommendation to City Council to approve the requested zoning; and WHEREAS, on April 15, 2025, the City Council conducted a public hearing and after considering the Criteria and recommendation by the Planning and Zoning Commission, determined that the requested zoning be approved as provided for herein. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The Property as shown and more particularly described in the attached Exhibit A and Exhibit B, is hereby zoned to Single-Family Residential District (R-6). Section 2. The Official Zoning Map of the City of Schertz, described and referred to in Article 2 of the Unified Development Code, shall be revised to reflect the above amendment. Section 3. 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 4. 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 t o the matters resolved herein. Section 5. This Ordinance shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 6. 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 7. 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, includ ing this Ordinance, was given, all as required by Chapter 551, as amended, Texas Government Code. Section 8. This Ordinance shall be effective upon the date of final adoption hereof and any publication required by law. Section 9. 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. PASSED AND APPROVED this ____day of ________ 2025. CITY OF SCHERTZ, TEXAS _____________________________ Ralph Gutierrez, Mayor ATTEST: Sheila Edmondson, City Secretary Exhibit “A” Property Description: Legal Metes and Bounds Ex h i b i t " A " P r o p e r t y D e s c r i p t i o n : L e g a l M e t e s a n d B o u n d s Exhibit “B” Zoning Exhibit R- 2 R- 2 R-2R-2 R- 2 R- 2 R- 2 M I T C H E L L A V E BEAC O N A V E ELM A V E A V I A T I O N A V E M A P L E D R R- 2 R- 2 R- 2 R- 2 R- 2 R- 2 R- 2 R- 6 ELM A V E BEAC O N A V E M I T C H E L L A V E A V I A T I O N A V E M A P L E D R La s t u p d a t e : F e b r u a r y 1 0 , 2 0 2 5 Ci t y o f S c h e r t z , G I S S p e c i a l i s t : B i l l G a r d n e r , gi s @ s c h e r t z . c o m ( 2 1 0 ) 6 1 9 - 1 1 8 5 *T h e C i t y o f S c h e r t z p r o v i d e s t h i s G e o g r a p h i c I n f o r m a t i o n S y s t e m p r o d u c t " a s i s " w i t h o u t a n y e x p r e s s o r i m p l i e d w a r r a n t y o f a n y k i n d i n c l u d i n g b u t n o t li m i t e d t o t h e i m p l i e d w a r r a n t i e s o f m e r c h a n t a b i l i t y a n d f i t n e s s f o r a p a r t i c u l a r p u r p o s e . I n n o e v e n t s h a l l T h e C i t y o f S c h e r t z b e l i a b l e f o r a n y s p e c i a l , in d i r e c t , o r c o n s e q u e n t i a l d a m a g e s o r a n y d a m a g e s w h a t s o e v e r a r i s i n g o u t o f o r i n c o n n e c t i o n w i t h t h e u s e o f o r p e r f o r m a n c e o f t h e s e m a t e r i a l s . In f o r m a t i o n p u b l i s h e d i n t h i s p r o d u c t c o u l d i n c l u d e t e c h n i c a l i n a c c u r a c i e s o r t y p o g r a p h i c a l e r r o r s . P e r i o d i c a l c h a n g e s m a y b e a d d e d t o t h e i n f o r m a t i o n he r e i n . T h e C i t y o f S c h e r t z m a y m a k e i m p r o v e m e n t s a n d / o r c h a n g e s i n t h e p r o d u c t ( s ) d e s c r i b e d h e r e i n a t a n y t i m e . * 30 5 A V I A T I O N A V E GC A D : P A R C E L I D 1 7 4 1 6 5 CU R R E N T (D V L ) D e v e l o p m e n t A g r e e m e n t ( D e l a y e d A n n e x a t i o n ) (M - 2 ) M a n u f a c t u r i n g ( H e a v y ) (M - 1 ) M a n u f a c t u r i n g ( L i g h t ) (M S M U - N D ) M a i n S t r e e t M i x e d U s e N e w D e v e l o p m e n t (M S M U ) M a i n S t r e e t M i x e d U s e (O P ) O f f i c e a n d P r o f e s s i o n a l (N S ) N e i g h b o r h o o d S e r v i c e s (G B - 2 ) G e n e r a l B u s i n e s s I I (G B ) G e n e r a l B u s i n e s s (M H P ) M a n u f a c t u r e d H o m e P a r k s (M H S ) M a n u f a c t u r e d H o m e S u b d i v i s i o n (T H ) T o w n h o m e (G H ) G a r d e n H o m e / S i n g l e - F a m i l y R e s i d e n t i a l ( Z e r o L o t L i n e ) (A D ) A g r i c u l t u r a l D i s t r i c t (R - 7 ) S i n g l e - f a m i l y R e s i d e n t i a l (R - 6 ) S i n g l e - f a m i l y R e s i d e n t i a l (R - 4 ) A p a r t m e n t / M u l t i - F a m i l y R e s i d e n t i a l (R - 3 ) T w o - F a m i l y R e s i d e n t i a l (R - 2 ) S i n g l e - F a m i l y R e s i d e n t i a l (R - 1 ) S i n g l e - F a m i l y R e s i d e n t i a l (R - A ) S i n g l e - f a m i l y R e s i d e n t i a l / A g r i c u l t u r a l (P U B ) P u b l i c U s e (P D D ) P l a n n e d D e v e l o p m e n t (P R E ) P r e - D e v e l o p m e n t Cl a s s i f i c a t i o n Pr o p o s e d Zo n i n g C h a n g e PR O P O S E D 0 10 0 20 0 30 0 50 Fe e t µ Ex h i b i t " B " Z o n i n g E x h i b i t Rezoning Case 305 Aviation Ave PLZC20250032 Planned Commercial Collector A Commercial Collector A Planned Commercial Collector B Planned Residential Collector Residential Collector Planned Secondary Rural Arterial Secondary Rural Arterial Planned Secondary Arterial Secondary Arterial Planned Principal Arterial Principal Arterial Freeway Minor Roads Major Roads Highways Project Boundary ETJ Schertz Municipal Boundary County Boundaries Unknown 36" 30" 24" 20" 18" 16" 12" 10" 8" 6" 4" 3" 2" 1" Private Pressure Neighboring Gravity Schertz Pressure Schertz Gravity Sewer Main Schertz Treatment Plant3Q CCMA Treatment Plant3Q Schertz Lift Station[Ú Private Lift Station[Ú CCMA Lift Station[Ú Manholes!P HydrantUµ U U U U U U U U U U U U !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P !P 4 6 5 2 4 O L D C O R N S U S A N L Y N N 4 6 5 2 3 G O M E Z J O S E A 4 6 5 2 6 G A R C I A L A U R A & H E R N A N S A N D O V A L 4 6 5 2 2 A L O N G I D O M I N I C K 4 6 5 2 7 W I L L I A M S P A U L H E N R Y 4 6 5 2 8 E D M O N D S O N D O N E L L A 4 6 5 2 5 O L D C O R N S U S A N L Y N N 4 6 5 2 9 G A R C I A S A N D R A 1 5 2 2 3 T R E V I N O A L F R E D O P I I I & N O R A 1 5 3 5 3 B U E K E R P A U L 1 5 3 5 4 N E L E I G H C H A R L E S D & M C 1 5 3 5 5 H O L C O M B D E A N R I C A R D O 1 5 3 5 6 H O L M A N D O N A L D L E E 1 5 3 5 7 E I Y N C K C L A R E N C E P J R 1 5 3 6 7 C R U Z M O L L Y A R I Z P E 1 5 3 7 4 G O N Z A L E Z J O S E D E R L Y 1 5 3 7 5 K N E U P P E R M A R Y A N N 15376 THE BRANDO & JANET DEL ROSARIO TRUST DTD 12-15-20 1 5 3 6 6 P O O L E A L L E N E A R L 1 5 3 6 5 W A L L I S R E N E E R 1 5 2 2 4 F R E D H O L M T E R R Y S C H O O L C R A F T 1 5 2 3 0 S H O C K L E Y W I L L I A M G 174165 MORRISSEY DOUGLAS ANDREW II 1 5 3 5 8 T A P S O N K I M 1 5 3 6 3 G A R C I A M I K A E L A K 1 5 3 6 4 L E D F O R D M I C H A E L & S T A C E Y 15231 CORDOVA-VALADEZ JUDY 15968 HUHN SANDRA GARCIA 15215 CITY OF SCHERTZ 15216 CITY OF SCHERTZ Guadalupe County AVIAT I O N A V E MAPL E DR B E A C O N A V E AERO A V E E L M A V E O A K S T MARI L Y N D R MITC H E L L A V E PECA N D R 8 " W L 6" WL6" W L 8" W L 8" W L 8" W L 8" W L 6 " W L 6 " W L 8" W L 6" W L 3" W L 8 " W L 3" W L 8" W L 3" W L 8" W L 3/4" WL 8" W L 8 " W L 3 / 4 " W L 8 " W L 3" W L 8 " W L 8" W L 8" W L 3" W L 6" W L 3/4" WL 3 / 4 " W L 3/4" WL 8" W L 3" W L 8 " W L 3/4" WL 3 / 4 " W L 3 / 4 " W L 3/4" W L 3/4" W L 3/4" WL 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3/ 4 " WL 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3/4" WL 3/ 4 " W L 3/4" WL 3 / 4 " W L 3/ 4 " W L 3 / 4 " W L 3/ 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3/ 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 6 " W L 3 / 4 " W L 3 / 4 " W L 8 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3/4" W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 3/4" WL 3 / 4 " W L 3/4 " W L 3 / 4 " W L 3 / 4 " W L 3 / 4 " W L 8 " W L 2" W L 3 / 4 " W L 3 / 4 " W L 8" W L 6 " W L 6 " W L 3" W L 3" W L 3" W L 8" W L 3" W L 3" W L 6 " W L 8"Vit r i f i e d C l a y 8"Vit r i f i e d C l a y 8"Vit r i f i e d C l a y 8 " V i t r i f i e d C l a y 6"Vit r i f i e d Clay 8"Vit r i f i e d C l a y 6"Vit r i f i e d C l a y 8 " V i t r i f i e d C l a y 6 " V i t r i f i e d C l a y 6 " V i t r i f i e d C l a y 6"Vit r i f i e d C l a y 8"Vit r i f i e d C l a y 8"Vit r i f i e d C l a y 6"Vit r i f i e d C l a y Maxar, Microsoft 0 150 30075 Feet Last update: February 10, 2025 City of Schertz, GIS Specialist: Bill Gardner, gis@schertz.com (210) 619-1185 *The City of Schertz provides this Geographic Information System product "as is" without any express or implied warranty of any kind including but not limited to the implied warranties of merchantability and fitness for a particular purpose. In no event shall The City of Schertz be liable for any special, indirect, or consequential damages or any damages whatsoever arising out of or in connection with the use of or performance of these materials. Information published in this product could include technical inaccuracies or typographical errors. Periodical changes may be added to the information herein. The City of Schertz may make improvements and/or changes in the product(s) described herein at any time.* Proposed Rezone 305 Aviation Ave (PLZC20250032) City of Schertz 302 MAPLE DR (46524) 226 MAPLE DR (46523) 310 MAPLE DR (46526) 222 MAPLE DR (46522) 314 MAPLE DR (46527) 318 MAPLE DR (46528) 306 MAPLE DR (46525) 322 MAPLE DR (46529) 211 AVIATION AVE (15223) 300 AVIATION AVE (15353) 302 AVIATION AVE (15354) 304 AVIATION AVE (15355) 306 AVIATION AVE (15356) 308 AVIATION AVE (15357) 301 AVIATION AVE (15367) 307 AVIATION AVE (15374) 309 AVIATION AVE (15375) 311 AVIATION AVE (15376) 301 MITCHELL AVE (15366) 303 MITCHELL AVE (15365) 213 AVIATION AVE (15224) 210 AVIATION AVE (15230) 305 AVIATION AVE (174165)310 AVIATION AVE (15358) 307 MITCHELL AVE (15363) 305 MITCHELL AVE (15364) 212 AVIATION AVE (15231) E L M A V E AVIAT I O N A V E B E A C O N A V E MITCH E L L A V E MAPLE D R Parcels 200' Buffer Project Boundary µ 0 100 200 30050 Feet 17 January 2025 To: City of Schertz Planning Department 1400 Schertz Parkway Bldg. 1 210-619-1780 From: Douglas Andrew Morrissey II 409 Aero Avenue Schertz TX 78154 228-265-1030 Subject: 305 Aviation Avenue, Schertz TX 78154 / Rezoning The property is Parcel 174165 and is 0.387 acres located at 305 Aviation Avenue, Schertz TX 78154 in the Aviation Heights subdivision. The land is approximately 137.5’ x 122’ and currently zoned as R-2 and I would like to rezone it to R-6. Ultimately, I would like the land to be replat with an equal split creating two R-6 plats approximately 68.75’ x 122’ which is greater than the minimum requirements for R-6 zoning but would not meet the minimum requirements for R-2 zoning. By rezoning the land and replating it as two R-6 zones, I will be able to build two dwellings replacing an empty lot with two new homes in the Aviation Heights subdivision. The first home constructed will be my primary residence and the second home will be a home for my parents to come to as they get older in age. Both properties will be maintained by me as the owner. Douglas Andrew Morrissey II Owner of 305 Aviation Avenue FORECASTING CONSIDERATIONS • • • • • • 13,540 14,056 14,586 15,081 15,465 15,615 15,768 15,972 15,673 15,890 15,521 15,146 14,864 10,000 11,000 12,000 13,000 14,000 15,000 16,000 17,000 18,000 19,000 20,000 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024-P # O F S T U D E N T S DISTRICT ENROLLMENT HISTORICAL ENROLLMENT 1.0% growth per year (153 students per year) 1.3% loss per year (-195 students per year) 3.4% growth per year (481 students per year) HISTORICAL ENROLLMENT BY CAMPUS LEVEL 5,261 5,446 5,512 5,716 5,783 5,811 5,899 5,547 5,596 5,406 5,110 4,895 2,125 2,211 2,326 2,253 2,252 2,344 2,445 2,375 2,345 2,200 2,176 2,226 2,210 2,211 2,341 2,421 2,453 2,403 2,363 2,467 2,605 2,536 2,442 2,324 4,460 4,718 4,902 5,075 5,127 5,210 5,265 5,284 5,344 5,379 5,418 5,419 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024-P # O F S T U D E N T S CAMPUS LEVEL ENROLLMENT Elementary Intermediate Junior High High School ENROLLMENT HISTORY BY LEVEL –OCTOBER • • • • • • • STUDENT TRANSFERS PEIMS YEAR TRANSFER IN TRANSFER OUT DIFFERENCE 2012 216 681 -465 2013 212 704 -492 2014 244 647 -403 2015 302 702 -400 2016 297 907 -610 2017 290 1061 -771 2018 304 1079 -775 2019 296 1283 -987 2020 300 1591 -1291 2021 317 1981 -1664 2022 308 2695 -2387 2023 Data available in March First Year of Founders Charter School First Year of School of Science and Technology First Year of Legacy Traditional School STUDENT TRANSFERS IN VS. OUT 216 212 244 302 297 290 304 296 300 317 308 681 704 647 702 907 1,061 1,079 1,283 1,591 1,981 2,695 0 500 1,000 1,500 2,000 2,500 3,000 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 # O F S T U D E N T S STUDENT TRANSFERS IN vs OUT TRANSFER IN TRANSFER OUT School of Science and Technology Pre-K –8th Grade Legacy Traditional Pre-K –8th Grade Founders Academy K –12th Grade MAIN DESTINATIONS FOR TRANSFERS OUT 444 472 551 529 504 272 328 356 365 414 34 43 119 159 192 16 24 71 285 367 52 106 229 0 463 0 100 200 300 400 500 600 2018 2019 2020 2021 2022 2023 # O F S T U D E N T S TRANSFER DESTINATIONS Randolph ISD Founders Academy Great Hearts School of Science and Technology Judson ISD Legacy Traditional SO, HOW MANY STUDENTS WILL WE HAVE IN THE FUTURE? 14,056 15,081 15,615 15,972 15,890 15,146 14,661 14,217 14,007 14,036 14,162 10,000 11,000 12,000 13,000 14,000 15,000 16,000 17,000 18,000 19,000 20,000 # O F S T U D E N T S DISTRICT HISTORICAL ENROLLMENT AND PROJECTIONS ENROLLMENT PROJECTIONS o o o o PEIMS YEAR PROJECTED ENROLLMENT GROWTH (DECLINE) PERCENTAGE CHANGE 2023 15,146 -375 -2.42% 2024-P 14,864 -282 -1.86% 2025-P 14,661 -203 -1.37% 2026-P 14,451 -210 -1.43% 2027-P 14,217 -234 -1. 62% 2028-P 14,073 -144 -1.01% 2029-P 14,007 -66 -0.47% 2030-P 14,017 10 0.07% 2031-P 14,036 19 0.14% 2032-P 14,059 22 0.16% 2033-P 14,162 103 0.73% PEIMS YEAR PROJECTED ENROLLMENT GROWTH (DECLINE) PERCENTAGE CHANGE 2023 15,146 -375 -2.44% 2024-P 14,864 -282 -1.86% 2025-P 14,661 -203 -1.37% 2026-P 14,451 -210 -1.43% 2027-P 14,217 -234 -1. 62% 2028-P 14,073 -144 -1.01% 2029-P 14,007 -66 -0.47% 2030-P 14,017 10 0.07% 2031-P 14,036 19 0.14% 2032-P 14,059 22 0.16% 2033-P 14,162 103 0.73% ENROLLMENT PROJECTIONS o o o WHY HAS IT BECOME SO HARD TO PROJECT ENROLLMENT? o o o o o o FORECASTING CONSIDERATIONS • • • • •CAMPUS CAPACITY UNDERSTANDING CAMPUS CAPACITY o o o o o o o o o PLANNING USING OUR MAXIMUM CAPACITY o CAPACITY RELIEF TOOLS o o o o o o o o o ELEMENTARY CAPACITIES Campus Functional Capacity Max Capacity Previous Year Current PEIMS ENROLLMENT PROJECTIONS 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 CIBOLO VALLEY EL 891 1,200 761 657 611 587 589 594 594 608 617 620 627 637 % Max Capacity 63%55%51%49%49%49%49%51%51%52%52%53% GREEN VALLEY EL 673 924 586 533 497 482 469 497 506 524 535 537 535 529 % Max Capacity 63%58%54%52%51%54%55%57%58%58%58%57% NORMA PASCHAL EL 673 924 603 625 591 582 564 544 546 559 569 574 580 585 % Max Capacity 65%68%64%63%61%59%59%60%62%62%63%63% ROSE GARDEN EL 891 1,200 899 896 882 878 891 923 957 999 1,046 1,075 1,104 1,131 % Max Capacity 75%75%74%73%74%77%80%83%87%90%92%94% SCHERTZ EL 675 1,102 671 668 628 605 601 576 581 588 591 586 582 582 % Max Capacity 61%61%57%55%55%52%53%53%54%53%53%53% SIPPEL EL 675 1,058 742 672 679 690 721 756 782 827 867 904 961 1,030 % Max Capacity 70%64%64%65%68%71%74%78%82%85%91%97% WATTS EL 673 924 593 513 469 440 428 423 428 446 457 463 476 490 % Max Capacity 64%56%51%48%46%46%46%48%49%50%52%53% WIEDERSTEIN EL 675 1,058 551 546 538 544 527 517 529 549 568 574 587 602 % Max Capacity 52%52%51%51%50%49%50%52%54%54%55%57% ELEMENTARY TOTALS 5,826 8,390 5,406 5,110 4,895 4,808 4,790 4,830 4,922 5,099 5,250 5,335 5,453 5,587 % Max Capacity 64%61%58%57%57%58%59%61%63%64%65%67% Elementary Percent Change -3.40%-5.48%-4.21%-1.78%-0.37%0.83%1.91%3.59%2.96%1.63%2.20%2.46% Elementary Absolute Change -190 -296 -215 -87 -18 40 92 177 151 85 117 134 ELEMENTARY CAPACITIES 90% 92%94% 91% 97% 67% 20% 30% 40% 50% 60% 70% 80% 90% 100% 110% 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 % of MAXIMUM CAMPUS CAPACITY CIBOLO VALLEY EL GREEN VALLEY EL NORMA PASCHAL EL ROSE GARDEN EL SCHERTZ EL SIPPEL EL WATTS EL WIEDERSTEIN EL ELEMENTARY TOTALS INTERMEDIATE CAPACITIES Campus Functional Capacity Max Capacity Previous Year Current PEIMS ENROLLMENT PROJECTIONS 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 JORDAN INT 810 1,000 716 769 796 763 777 742 676 646 641 695 734 739 % Max Capacity 72%77%80%76%78%74%68%65%64%70%73%74% SCHLATHER INT 810 1,200 750 682 700 689 640 573 563 594 597 651 682 677 % Max Capacity 63%57%58%57%53%48%47%50%50%54%57%56% WILDER INT 810 1,250 734 725 730 743 748 739 683 627 616 654 681 685 % Max Capacity 59%58%58%59%60%59%55%50%49%52%54%55% INTERMEDIATE TOTALS 3,450 2,201 2,176 2,226 2,195 2,165 2,054 1,922 1,867 1,854 2,000 2,097 2,101 % Max Capacity 64%63%65%64%63%60%56%54%54%58%61%61% Intermediate Percent Change -6.13%-1.09%2.30%-1.39%-1.37%-5.13%-6.43%-2.86%-0.70%7.87%4.85%0.19% Intermediate Absolute Change -144 -24 50 -31 -30 -111 -132 -55 -13 146 97 4 INTERMEDIATE CAPACITIES 74% 61% 20% 30% 40% 50% 60% 70% 80% 90% 100% 110% 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 % of MAXIMUM CAMPUS CAPACITY JORDAN INT SCHLATHER INT WILDER INT INTERMEDIATE TOTALS JUNIOR HIGH CAPACITIES Campus Functional Capacity Max Capacity Previous Year Current PEIMS ENROLLMENT PROJECTIONS 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 DOBIE JH 1,300 1,540 1,348 1,316 1,229 1,194 1,228 1,196 1,152 1,058 1,009 1,025 1,025 1,109 % Max Capacity 88%85%80%78%80%78%75%69%66%67%67%72% CORBETT JH 1,080 1,500 1,188 1,126 1,095 1,096 1,103 1,111 1,114 1,083 1,001 936 924 989 % Max Capacity 79%75%73%73%74%74%74%72%67%62%62%66% JUNIOR HIGH SCHOOL TOTALS 3,040 2,537 2,442 2,324 2,290 2,331 2,307 2,266 2,141 2,010 1,961 1,949 2,098 % Max Capacity 83%80%76%75%77%76%75%70%66%65%64%69% Junior High School Percent Change -2.62%-3.71%-4.83%-1.46%1.79%-1.03%-1.78%-5.52%-6.12%-2.44%-0.61%7.64% Junior High School Absolute Change -68 -94 -118 -34 41 -24 -41 -125 -131 -49 -12 149 JUNIOR HIGH CAPACITIES 72% 66% 69% 20% 30% 40% 50% 60% 70% 80% 90% 100% 110% 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 % of MAXIMUM CAMPUS CAPACITY DOBIE JH CORBETT JH JUNIOR HIGH SCHOOL TOTALS HIGH SCHOOL CAPACITIES Campus Functional Capacity Max Capacity Previous Year Current PEIMS ENROLLMENT PROJECTIONS 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 CLEMENS HS 2,700 3,300 2,544 2,563 2,576 2,550 2,469 2,419 2,397 2,400 2,418 2,383 2,292 2,183 % Max Capacity 77%78%78%77%75%73%73%73%73%72%69%66% STEELE HS 2,160 3,200 2,716 2,700 2,688 2,663 2,541 2,452 2,411 2,345 2,330 2,202 2,113 2,038 % Max Capacity 85%84%84%83%79%77%75%73%73%69%66%64% HIGH SCHOOL TOTALS 6,650 5,381 5,418 5,419 5,368 5,165 5,026 4,963 4,900 4,903 4,740 4,560 4,376 % Max Capacity 81%81%81%81%78%76%75%74%74%71%69%66% High School Percent Change 0.69%0.71%0.02%-0.94%-3.78%-2.69%-1.25%-1.27%0.06%-3.32%-3.80%-4.04% High School Absolute Change 37 38 1 -52 -204 -137 -64 -63 3 -163 -180 -183 HIGH SCHOOL CAPACITIES 66% 64% 66% 20% 30% 40% 50% 60% 70% 80% 90% 100% 110% 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 % of MAXIMUM CAMPUS CAPACITY CLEMENS HS STEELE HS HIGH SCHOOL TOTALS FORECASTING CONSIDERATIONS • • • • • •BONDING CAPACITY PROJECTING BONDING CAPACITY -SCUC o PROJECTING TAX REVENUE o ASSUMES NO REFINANCING FOR BOND SAVINGS o DEFEASING PRINCIPAL o MODEST PROPERTY VALUE GROWTH o 4.0% ANNUAL INCREASE FOR 2024-2028 o 2.0% ANNUAL INCREASE FOR 2029-2033 o AS DEBT IS RESTRUCTURED AND PROPERTY VALUES INCREASE, WE BEGIN TO HAVE SOME BONDING CAPACITY o CAPACITY FOR ADDITIONAL DEBT IS LOWER AT FIRST, MORE IN LATER YEARS o FORECASTING USING THREE OPTIONS FOR I&S TAX RATE o $0.47 PER $100 OF VALUATION (C URRENT), $0.48 PER $100 VALUATION, AND $0.49 PER $100 VALUATION PROJECTED AVAILABLE BOND DOLLARS $215 $246 $278 $312 $347 $362 $380 $399 $419 $438 $284 $316 $351 $388 $426 $442 $463 $483 $505 $526 $- $50 $100 $150 $200 $250 $300 $350 $400 $450 $500 $550 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 BO N D C A P A C I T Y I N M I L L I O N S SCUC Bond Capacity by Year & Rate Bond Capacity 47¢Bond Capacity 48¢Bond Capacity 49¢ PROJECTING FACILITY COSTS -SCUC o o o o o o o o o o o PROJECTING FACILITY COSTS -SCUC YEAR High School Junior High Elementary/ Intermediate 2024 $ 235,000,000 $ 113,000,000 $ 72,000,000 2025-P $ 242,050,000 $ 116,390,000 $ 74,160,000 2026-P $ 246,891,000 $ 118,717,800 $ 75,643,200 2027-P $ 251,828,820 $ 121,092,156 $ 77,156,064 2028-P $ 256,865,396 $ 123,513,999 $ 78,699,185 2029-P $ 262,002,704 $ 125,984,279 $ 80,273,169 2030-P $ 267,242,758 $ 128,503,965 $ 81,878,632 2031-P $ 272,587,614 $ 131,074,044 $ 83,516,205 2032-P $ 278,039,366 $ 133,695,525 $ 85,186,529 2033-P $ 283,600,153 $ 136,369,435 $ 86,890,260 2034-P $ 289,272,156 $ 139,096,824 $ 88,628,065 PROJECTED BOND CAPACITIES VS. CONSTRUCTION COSTS $0 $100,000,000 $200,000,000 $300,000,000 $400,000,000 $500,000,000 $600,000,000 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 BONDING CAPACITY VS CONSTRUCTION COSTS JUNIOR HIGH Bond Capacity 47¢Bond Capacity 48¢Bond Capacity 49¢ PROJECTED BOND CAPACITIES VS. CONSTRUCTION COSTS $0 $100,000,000 $200,000,000 $300,000,000 $400,000,000 $500,000,000 $600,000,000 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 BONDING CAPACITY VS CONSTRUCTION COSTS JUNIOR HIGH Bond Capacity 47¢Bond Capacity 48¢Bond Capacity 49¢ Estimated $41 M in HVAC needs over the next 10 years Estimated $9 M in Ancillary Systems needs over the next 10 years Estimated $40 M in Building and Site needs over the next 10 years TAKE AWAYS…. o o o o o o o o o QUESTIONS/COMMENTS 3Q24 Demographic Report 2 Annual Enrollment Change *Yellow Box = largest grade per year Green Box = second largest grade per year Year (Oct.)EE/PK K 1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 11th 12th Total Total Growth % Growth 2020/21 325 951 1,019 1,040 1,077 1,135 1,143 1,232 1,248 1,219 1,293 1,394 1,305 1,292 15,673 2021/22 455 935 997 1,019 1,074 1,116 1,124 1,221 1,287 1,318 1,428 1,347 1,305 1,264 15,890 217 1.4% 2022/23 436 819 962 998 1,077 1,114 1,067 1,133 1,230 1,306 1,478 1,371 1,247 1,283 15,521 -369 -2.3% 2023/24 430 788 838 967 997 1,090 1,079 1,097 1,178 1,264 1,435 1,459 1,238 1,286 15,146 -375 -2.4% 2024/25 444 737 814 895 989 1,018 1,121 1,116 1,112 1,232 1,469 1,403 1,394 1,202 14,946 -200 -1.3% 2024/25 384 747 849 866 1,006 1,043 1,108 1,118 1,126 1,198 1,413 1,427 1,354 1,225 14,864 Difference 60 -10 -35 29 -17 -25 13 -2 -14 34 56 -24 40 -23 82 18.5%-1.1%-3.4%2.8%-1.6%-2.2%1.1%-0.2%-1.1%2.8%4.3%-1.7%3.1%-1.8%0.5% 3-year avg.0.992 0.924 1.028 1.025 1.026 1.023 0.984 1.023 1.020 1.029 1.127 0.975 0.928 0.995 1.005 1.004 1.025 1.006 Cohorts PK K 1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 11th 12th Elem Int Mid High 2021/22 1.400 0.983 1.048 1.000 1.033 1.036 0.990 1.068 1.045 1.056 1.171 1.042 0.936 0.969 1.020 1.029 1.050 1.029 2022/23 0.958 0.876 1.029 1.001 1.057 1.037 0.956 1.008 1.007 1.015 1.121 0.960 0.926 0.983 1.000 0.982 1.011 0.998 2023/24 0.986 0.962 1.023 1.005 0.999 1.012 0.969 1.028 1.040 1.028 1.099 0.987 0.903 1.031 1.000 0.998 1.034 1.005 2024/25 1.033 0.935 1.033 1.068 1.023 1.021 1.028 1.034 1.014 1.046 1.162 0.978 0.955 0.971 1.016 1.031 1.030 1.017 3.2 3.4 3.5 3.7 3.6 3.7 3.7 3.9 4.1 3.9 0 1 2 3 4 5 Guadalupe Co. Comal Co. San Antonio MSA Texas US Unemployment Rate, Year Over Year Oct-24 Oct-23 3 Local Economic Conditions 3 12.6 3.9 3.5 4.1 0 2 4 6 8 10 12 14 Se p - 1 9 No v - 1 9 Ja n - 2 0 Ma r - 2 0 Ma y - 2 0 Ju l - 2 0 Se p - 2 0 No v - 2 0 Ja n - 2 1 Ma r - 2 1 Ma y - 2 1 Ju l - 2 1 Se p - 2 1 No v - 2 1 Ja n - 2 2 Ma r - 2 2 Ma y - 2 2 Ju l - 2 2 Se p - 2 2 No v - 2 2 Ja n - 2 3 Ma r - 2 3 Ma y - 2 3 Ju l - 2 3 Se p - 2 3 No v - 2 3 Ja n - 2 4 Ma r - 2 4 Ma y - 2 4 Ju l - 2 4 Se p - 2 4 Unemployment Rate, Sept 2019 –Oct 2024 San Antonio MSA Texas 4 Housing Activity by MSA © 2022 Zonda 17,441 17,992 0 5,000 10,000 15,000 20,000 25,000 2014Q3 2015Q3 2016Q3 2017Q3 2018Q3 2019Q3 2020Q3 2021Q3 2022Q3 2023Q3 2024Q3 Annual Housing Starts vs. Annual Closings Annual Housing Starts Annual Closings San Antonio New Home Closings Source: Zonda Key Trends Starts: +29% YOY / +1% QOQ Closings: -5% YOY / -4% QOQ Closings Exceed Starts by 551 Homes 6 San Antonio New Home Ranking Report ISD Ranked by Annual Closings –3Q24 * Based on additional research by Zonda Education ** Totals DO NOT include age-restricted communities Rank District Annual Starts Annual Closings Inventory VDL Future 1 NORTHSIDE ISD 3,637 3,710 1,999 6,305 21,310 2 COMAL ISD 2,442 2,704 1,776 4,918 24,373 3 MEDINA VALLEY ISD 2,202 2,382 1,217 4,596 31,031 4 EAST CENTRAL ISD 2,222 2,055 1,254 4,560 24,573 5 SOUTHWEST ISD 1,333 1,203 739 2,317 7,002 6 JUDSON ISD 679 941 308 508 969 7 SCHERTZ CIBOLO ISD*770 831 442 1,939 6,169 8 NAVARRO ISD 834 810 482 1,253 6,877 9 BOERNE ISD 784 768 555 1,264 9,651 10 SOUTHSIDE ISD 706 731 298 964 16,713 11 NEW BRAUNFELS ISD 610 618 388 767 6,366 12 NORTH EAST ISD 347 342 220 899 5,316 13 SEGUIN ISD 318 321 250 588 5,519 14 SOUTH SAN ANTONIO ISD 247 222 162 160 720 15 MARION ISD 194 166 111 264 4,352 16 FLORESVILLE ISD 127 139 54 205 0 17 SAN ANTONIO ISD 70 100 138 327 688 18 LYTLE ISD 88 73 50 334 1,046 19 PLEASANTON ISD 49 64 25 83 0 20 ALAMO HEIGHTS ISD 4 39 23 16 19 0 200 400 600 800 1,000 1,200 1,400 2018 2019 2020 2021 2022 2023 2024 Annual Starts Annual Closings 7 District New Home Starts and Closings by Quarter Starts 2018 2019 2020 2021 2022 2023 2024 Closings 2018 2019 2020 2021 2022 2023 2024 1Q 175 201 237 294 349 103 189 1Q 133 138 165 190 181 280 235 2Q 180 176 197 300 393 187 260 2Q 185 211 249 258 227 247 249 3Q 177 207 261 265 174 241 163 3Q 185 240 286 268 218 199 200 4Q 185 198 232 319 63 157 4Q 161 179 213 196 334 155 Total 717 782 927 1,178 979 688 612 Total 664 768 913 912 960 881 684 8 District Housing Overview by Elementary Zone Highest activity in the category Second highest activity in the category Third highest activity in the category Elementary Annual Starts Quarter Starts Annual Closings Quarter Closings Under Const.Inventory Vacant Dev. Lots Future CIBOLO VALLEY 85 19 110 27 29 52 275 238 GREEN VALLEY 0 0 0 0 0 0 0 0 PASCHAL 4 0 1 0 1 3 41 242 ROSE GARDEN 205 57 226 38 86 126 680 2,722 SCHERTZ 0 0 23 2 0 1 0 60 SIPPEL 288 63 227 64 89 151 637 1,556 WATTS 53 7 93 26 14 28 23 580 WIEDERSTEIN 135 17 151 43 28 81 283 771 Grand Total 770 163 831 200 247 442 1,939 6,169 •The district has 24 actively building subdivisions •Within SCUCISD there are 6 future subdivisions in various stages of planning •Of these, groundwork is underway on approx. 770 lots within 8 subdivisions •265 lots were delivered in the 3rd quarter 9 District Housing Overview Residential Activity 10 Grace Valley •868 total lots •574 future lots •159 vacant developed lots •31 homes under construction •97 occupied homes •Started 115 homes in last 12 months, started 28 homes in 3Q24 •Streets being paved for 162 lots in Phase 2 •Lennar •$237K+ •Current Student Yield = .20 Nov 2024 Nov 2024Residential Activity 11 Carmel Ranch •127 total lots •120 vacant developed lots •7 homes under construction •All lots delivered for homebuilding 3Q24 •Anticipate first homes Spring 2025 •Meritage Homes •$402K+ Saddlebrook Ranch •635 total lots •467 future lots •164 vacant developed lots •4 homes under construction •First homes started 3Q24 •Groundwork underway on 132 lots in Phase 4 & 6 •Ashton Woods Homes •$360K+ Residential Activity 12 Clearwater Creek •1,156 total future lots •Initial groundwork underway on 104 lots in Phase 1 •Lennar Nov 2024 13 Housing Market Trends: Multi-family Market-September 2024 14 District Multifamily Overview •There are more than 600 multifamily units under construction, 318 of which are single family rental homes •There are nearly 1,300 future multifamily units in various stages of planning across the district Residential Activity 15 Schertz Station •318 single-family rental homes under construction •Estimated lease date mid 2025 Nov 2024 Residential Activity 16 Aviator 1518 •300 apartment units under construction •Estimated lease date mid 2025 Nov 2024 •There are 287 students residing in 2,472 multifamily units across the district •The overall district multifamily yield is 0.116 17 District Multifamily Yield 2,065 1,9111,988 1,690 0 500 1,000 1,500 2,000 2,500 2023/24 2024/25 Newcomers Leavers 18 Newcomers and Leavers +77 +221 19 Birth Rate Analysis Kindergarten Enrollment District Births Ratio 2006 (2011/12)827 568 1.456 2007 (2012/13)862 695 1.240 2008 (2013/14)937 745 1.258 2009 (2014/15)985 758 1.299 2010 (2015/16)989 779 1.270 2011 (2016/17)995 790 1.259 2012 (2017/18)1,009 860 1.173 2013 (2018/19)982 838 1.172 2014 (2019/20)1,048 874 1.199 2015 (2020/21)951 900 1.057 2016 (2021/22)935 978 0.956 2017 (2022/23)819 900 0.910 2018 (2023/24)788 962 0.819 2019 (2024/25)739 913 0.809 2020 (2025/26)699 867 0.806 2021 (2026/27)763 946 0.807 2022 (2027/28)750 934 0.803 2023 (2028/29)776 972 0.798 0 200 400 600 800 1000 1200 Schertz-Cibolo-U City ISD KG Enrollment vs. District Births Kindergarten Enrollment District Births 20 Yellow box = largest grade per year Green box = second largest grade per year Ten Year Forecast by Grade Level Year (Oct.)EE/PK K 1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 11th 12th Total Total Growth % Growth 2020/21 325 951 1,019 1,040 1,077 1,135 1,143 1,232 1,248 1,219 1,293 1,394 1,305 1,292 15,673 2021/22 455 935 997 1,019 1,074 1,116 1,124 1,221 1,287 1,318 1,428 1,347 1,305 1,264 15,890 217 1.4% 2022/23 436 819 962 998 1,077 1,114 1,067 1,133 1,230 1,306 1,478 1,371 1,247 1,283 15,521 -369 -2.3% 2023/24 430 788 838 967 997 1,090 1,079 1,097 1,178 1,264 1,435 1,459 1,238 1,286 15,146 -375 -2.4% 2024/25 444 737 814 895 989 1,018 1,121 1,116 1,112 1,232 1,469 1,403 1,394 1,202 14,946 -200 -1.3% 2025/26 452 715 766 853 925 1,022 1,057 1,171 1,147 1,150 1,415 1,438 1,354 1,374 14,839 -107 -0.7% 2026/27 458 780 747 805 886 972 1,051 1,094 1,207 1,189 1,315 1,388 1,374 1,352 14,618 -221 -1.5% 2027/28 461 768 815 789 838 922 998 1,091 1,120 1,253 1,370 1,286 1,335 1,363 14,409 -209 -1.4% 2028/29 463 797 806 858 825 877 953 1,038 1,119 1,160 1,436 1,342 1,237 1,326 14,237 -172 -1.2% 2029/30 463 811 826 836 888 851 903 988 1,057 1,161 1,331 1,406 1,287 1,232 14,040 -197 -1.4% 2030/31 463 833 840 860 865 918 878 938 1,015 1,098 1,335 1,303 1,352 1,279 13,977 -63 -0.4% 2031/32 463 850 867 874 894 900 948 913 961 1,052 1,264 1,307 1,252 1,343 13,888 -89 -0.6% 2032/33 463 862 877 899 906 926 929 985 935 997 1,207 1,237 1,254 1,246 13,723 -165 -1.2% 2033/34 463 885 890 910 931 939 957 966 1,009 970 1,146 1,184 1,185 1,247 13,682 -41 -0.3% 2034/35 463 902 917 924 943 965 971 995 991 1,047 1,115 1,124 1,140 1,180 13,677 -5 0.0% 21 Ten Year Forecast by Campus Yellow box = exceeds Functional capacity Pink box = exceeds Max capacity Fall ENROLLMENT PROJECTIONS Campus Functional Capacity Max Capacity 2024/25 2025/26 2026/27 2027/28 2028/29 2029/30 2030/31 2031/32 2032/33 2033/34 2034/35 CIBOLO VALLEY EL 1,038 1,200 591 535 523 519 510 512 521 526 534 544 554 GREEN VALLEY EL 732 899 503 481 463 469 462 453 451 450 450 448 449 NORMA PASCHAL EL 704 871 574 556 545 521 531 524 528 527 530 531 531 ROSE GARDEN EL 1,031 1,200 861 838 814 813 814 830 856 876 906 936 969 SCHERTZ EL 683 1,017 663 635 618 571 561 561 564 556 553 550 545 SIPPEL EL 704 997 641 625 628 645 647 665 689 707 731 757 783 WATTS EL 739 906 500 486 473 457 473 480 494 505 519 530 546 WIEDERSTEIN EL 704 997 564 577 584 598 628 650 676 701 710 722 737 ELEMENTARY TOTALS 4,897 4,733 4,648 4,593 4,626 4,675 4,779 4,848 4,933 5,018 5,114 Elementary Percent Change -4.17%-3.35%-1.80%-1.18%0.72%1.06%2.22%1.44%1.75%1.72%1.91% Elementary Absolute Change -213 -164 -85 -55 33 49 104 69 85 85 96 JORDAN INT 888 1,126 811 781 754 752 711 675 665 694 728 737 755 SCHLATHER INT 832 1,116 724 740 683 615 607 607 556 569 583 585 599 WILDER INT 855 1,188 702 707 708 722 673 609 595 598 603 601 612 INTERMEDIATE TOTALS 2,237 2,228 2,145 2,089 1,991 1,891 1,816 1,861 1,914 1,923 1,966 Intermediate Percent Change 2.80%-0.40%-3.73%-2.61%-4.69%-5.02%-3.97%2.48%2.85%0.47%2.24% Intermediate Absolute Change 61 -9 -83 -56 -98 -100 -75 45 53 9 43 DOBIE JH 1,285 1,540 1,231 1,184 1,262 1,256 1,180 1,108 1,073 1,052 992 1,023 1,058 CORBETT JH 1,285 1,500 1,113 1,113 1,134 1,117 1,099 1,110 1,040 961 940 956 980 JUNIOR HIGH SCHOOL TOTALS 2,344 2,297 2,396 2,373 2,279 2,218 2,113 2,013 1,932 1,979 2,038 Junior High School Percent Change -4.01%-2.01%4.31%-0.96%-3.96%-2.68%-4.73%-4.73%-4.02%2.43%2.98% Junior High School Absolute Change -98 -47 99 -23 -94 -61 -105 -100 -81 47 59 CLEMENS HS 2,733 3,300 2,589 2,618 2,531 2,523 2,523 2,491 2,503 2,492 2,388 2,309 2,206 STEELE HS 2,733 3,200 2,790 2,871 2,806 2,739 2,726 2,673 2,674 2,582 2,464 2,361 2,261 ALSELC 89 92 92 92 92 92 92 92 92 92 92 HIGH SCHOOL TOTALS 5,468 5,581 5,429 5,354 5,341 5,256 5,269 5,166 4,944 4,762 4,559 High School Percent Change 0.92%2.07%-2.72%-1.38%-0.24%-1.59%0.25%-1.95%-4.30%-3.68%-4.26% High School Absolute Change 50 113 -152 -75 -13 -85 13 -103 -222 -182 -203 DISTRICT TOTALS 14,946 14,839 14,618 14,409 14,237 14,040 13,977 13,888 13,723 13,682 13,677 District Percent Change -1.32%-0.72%-1.49%-1.43%-1.19%-1.38%-0.45%-0.64%-1.19%-0.30%-0.04% District Absolute Change -200 -107 -221 -209 -172 -197 -63 -89 -165 -41 -5 22 Key Takeaways If the current trend continues, Schertz-Cibolo- Universal City ISD could experience more than 900 new home closings by the end of 2024 The district has more than 440 homes currently in inventory with more than 1,900 additional lots available to build on Groundwork is underway on approx. 770 lots within 8 subdivisions Schertz-Cibolo-Universal City ISD is forecasted to enroll more than 14,000 students by 2029/30 14,946 14,040 13,677 12,500 13,000 13,500 14,000 14,500 15,000 15,500 16,000 16,500 Enrollment Projections Ord. 25-S-011 Proposed Zone Change to R-6 in Aviation Heights Daisy Marquez| Planner 3 Zoning Use Subject Property Single-Family Residential District (R-2) Undeveloped North Single-Family Residential District (R-2)Open Space/ Single- Family Residence South Public Right-of-Way, Single- Family Residential District (R-2) Aviation Ave/ Single- Family Residences East Single-Family Residential District (R-2) Single-Family Residences West Single-Family Residential District (R-2) Single-Family Residences 4 •27 Public notices were sent on 02.19.2025 •As of today •(0) in favor •(0) Neutral •(3) in Opposition •A public hearing notice was published in the “San Antonio Express” •sign was placed by the applicant Background 5 Background 6 Background 7 Lots 41, 42, and West Half of 43. 8 Existing Proposed Single-Family Residential District (R-2)Single-Family Residential District (R-6) Permitted Uses Accessory Building, Residential; Bed & Breakfast Inn (S); Church, Temple, Synagogue, Mosque, or Other Place of Worship (S); Family or Group Home; Gated Community, Golf Course, Municipal Uses; One-Family Dwelling Detached; Park/Playground/ Similar Public Site; School, Public or Private; In Home Daycare (S) Accessory Building, Residential; Bed & Breakfast Inn (S); Church, Temple, Synagogue, Mosque, or Other Place of Worship (S) ;Family or Group Home; Gated Community, Golf Course, Municipal Uses; One- Family Dwelling Detached; Park/Playground/ Similar Public Site; School, Public or Private; In Home Daycare (S); Width & Depth 70’x120’60’x120’ Area Square Feet 8,400 sqft 7,200 sqft Setbacks Front:25’, Side:10’, Rear:20’Front:25’, Side:10’, Rear:20’ Maximum Height 35’35’ Maximum Impervious Coverage 50%50% 9 1.Whether the proposed zoning change implements the policies of the adopted Comprehensive Land Plan, or any other applicable adopted plans. •Does implement the policies of the adopted Comprehensive Land Plan. •Complete Neighborhood •Mix of residential & Supporting Land Uses •Neighborhood Commercial •Residential in surrounding areas and Residential being purposed •Proposed land uses and zoning dimensional requirements meet the intent of the Comprehensive Plan Future Land Use Map and Policies UDC SECTION 21.5.4.D Criteria for Approval 10 2. Whether the proposed zoning change promotes the health, safety, and general welfare of the City. As part of promoting health, safety, and welfare, the City should encourage development compatible with surrounding uses utilizing standards and transitional uses to alleviate negative impacts. The uses allowed in R-6 are also allowed in R-2 UDC SECTION 21.5.4.D Criteria for Approval 11 •Aviation Heights Subdivision •Properties within Aviation Heights are zoned Single- Family Residential District (R-2), they may meet the dimensional requirements of other zoning districts. •(R-6) and (R-2) are intended for detached single- family homes, together with schools, churches, and parks necessary to create basic neighborhood units. 3. Whether the uses permitted by the proposed change will be consistent and appropriate with existing uses in the immediate area; UDC SECTION 21.5.4.D Criteria for Approval 12 •Schertz Fire, EMS, and Police have been notified of the zone change requests and have provided no objection. •A public hearing notice was also mailed to Schertz-Cibolo-Universal City Independent School District. •The Planning and Zoning Commission and City Council have not provided additional criteria for the proposed zone change. 4. Whether other factors are deemed relevant and important in the consideration of the amendment. UDC SECTION 21.5.4.D Criteria for Approval Recommendation Staff Recommendation: Due to the proposed zone change to Single-Family Residential District (R-6) meeting the intent of the Complete Neighborhood Land Use Designation and compatibility with the existing neighborhood at the subject property, Staff recommends approval of PLZC20250032. Planning and Zoning Commission: The Planning and Zoning Commission met on March 5, 2025, and made a recommendation of approval to City Council. 13 Ord. 25-S-011. Agenda No. 14.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Engineering Subject:April 2025 Quarterly Streets Update BACKGROUND Engineering and Public Works will present a quarterly update on the status of various street projects.  The update will include the current status of the SPAM projects and information on various street repairs and crack sealing efforts. Attachments Streets Presentation 4.15.25  SCHERTZ STREET PRESERVATION AND MAINTENANCE April 15, 2025, City Council Workshop Robert Martinez|Street Maintenance Supervisor John Nowak, P.E.|Assistant City Engineer Streets Maintenance Dashboard October 1st through December 31st, 2024 2 Schertz Sidewalk Inventory Dashboard 3 Streets Maintenance: Crack Seal Program 2025 January 1st through March 31st, 2025 4 Miles Completed: 4.46 mi Crack Sealant: 96 Boxes Mobile Villa - .57 mi Hallie's Cove - .68 mi Kensington Ranch - 1.61 mi Savannaha Bluff - .42 mi Hollering Vine - .43 mi Woodland Oaks - .75 mi (FM 3009 to City Limits) Streets Maintenance Progress Summary 2025 January 1st through March 31st, 2025 5 Street Repairs: Bell North Dr Triton Dr Cibolo Valley Dr Winkler Trail Elbel Road Schertz Parkway Street Issues:10 Potholes: 295 UPM (Pothole Patch Material) – 25 tons Asphalt Hot Mix Tons – 108.55 tons Street Striping: Main Complex Wendy Swan Park Oak Street Woodland Oaks Drive 2024 SPAM PROJECTS 6 Resurfacing Project •Almost fully complete Rehabilitation Project •Contract award on tonight’s agenda 2025 SPAM PROJECTS 7 Resurfacing Project •Scope and Fee proposal for design being prepared by consultant •Task Order for design expected for approval in May •Areas include: Rio Vista, The Village, and Woodbridge. •Project changes: •To fit the available budget, we will need to delay work on Jonas Woods, and Woodland Oaks subdivisions; Verde Enterprise Business Pkwy; Mid Cities Pkwy; Corridor Loop Road; Bell North; Baugh Ln; Four Oaks Ln; and Wiederstein Rd from Schertz Parkway to FM 3009. Rehabilitation Project •Scope and Fee proposal for design being prepared by consultant •Task Order for design expected for approval in May •Kramer Farm subdivision OTHER STREET PROJECTS 8 Buffalo Valley South •Construction underway •Some sewer line installed in Mill and Zuehl Schertz Forest •Design underway •Survey data has been collected Boenig Reconstruction •Design underway Lower Seguin Road •Final design underway •Environmental clearance in process •Ongoing coordination meetings with the base OTHER STREET PROJECTS 9 Main Street •60% Plans received from GVEC •Finalizing our water and sewer line replacement plans •Public outreach starting soon Lookout Road •Acquiring right -of-way at the Schertz Parkway and Doerr Lane intersections •Finalizing plans •Provided a project update to the EDC Board on March 28 th FM 3009/FM 78 Overpass (TXDOT) •Refining project schematic and working on environmental clearance •Held an initial public meeting •TXDOT met with affected property owners and discussed ROW needs •Applied for AAMPO funding COMMENTS AND QUESTIONS 10 11 CONTACT US Mailing Address Phone Number Email Address 1400 Schertz Parkway, Schertz, TX 78154 (210) 619-1820 engineering@schertz.com Agenda No. 15.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Public Works Subject:April 2025 Drainage Rate Study Discussion BACKGROUND This workshop is to discuss the Drainage departments' history regarding rates, projects, growth and 5-year projections. Attachments Drainage Rate Study Presentation  Drainage Utility System Workshop April 15th, 2025 Larry Busch | Director | Public Works Kevin Anderson | Supervisor | Public Works - Drainage Municipal Drainage Utility Systems Act •Local Government Code Title 13. Water and Utilities, Subtitle A. Municipal Water and Utilities, Chapter 552. Municipal Utilities, Subchapter C. Municipal Drainage Utility Systems (Sec. 552.041-552.054) •Formerly LGC Chapter 402 (Reference in Code of Ordinances Chapter 90) •"Drainage system" means the drainage owned or controlled in whole or in part by the municipality and dedicated to the service of benefitted property, including provisions for additions to the system. •"User" means the person or entity who owns or occupies a benefitted property. 2 Municipal Drainage Utility Systems Act •"Benefitted property" means an improved lot or tract to which drainage service is made available under this subchapter. •"Public utility" means a drainage service that is regularly provided by the municipality through municipal property dedicated to that service to the users of benefitted property within the service area and that is based on: •(A) an established schedule of charges; •(B) the use of the police power to implement the service; and •(C) nondiscriminatory, reasonable, and equitable terms as declared under this subchapter. 3 Municipal Drainage Utility Systems Act •"Service area" means the municipal boundaries and any other land areas outside the municipal boundaries which, as a result of topography or hydraulics, contribute overland flow into the watersheds served by the drainage system of a municipality; provided, however, that in no event may a service area extend farther than the boundaries of a municipality's current extraterritorial jurisdiction, nor, except as provided by Section 552.0451, may a service area of one municipality extend into the boundaries of another municipality. The service area is to be established in the ordinance establishing the drainage utility. Provided, that no municipality shall extend a service area outside of its municipal boundaries except. . . . . 4 Schertz Drainage Utility System Background The Schertz Drainage Department began in 2003 with a single crew consisting of a Foreman and a worker. They worked diligently to keep the City’s drainage infrastructure maintained with a single pickup truck and two open cab tractors. Over time, the department grew slowly, adding workers and upgrading equipment such as enclosed tractors and bigger shredders to keep up with growing infrastructure. 5 Schertz Drainage Utility System Background Today, the department has grown to 8 personnel; a Supervisor, two Worker II’s and 5 Worker I’s. Equipment has expanded as well, having multiple trucks, tractors, shredders, mowers and specialized equipment such as a boom mower. The department continues to provide essential services to the City, maintaining and managing City drainage infrastructure. 6 Schertz Drainage Utility Rate History •Ordinance 03-F-11: Establishes Drainage Utility System. •Living Unit Equivalent (LUE) based on average lot size of 7550 sq ft. 7 Fiscal Year Ordinance Fee Per LUE FY 2003-04 to FY 2007-08 03-F-17 $2.10 FY 2008-09 to FY 2011-12 08-M-43 $3.80 FY 2012-13 to Current FY 12-M-22 $5.20 Schertz Drainage Utility Project History 8 •Scenic Hills/Greenridge Year 2017 •Drainage Fund •Lower Seguin Road Culvert 2017 •Drainage Fund •East Dietz Creek De-silting 2018 •Drainage Fund •2018 Drainage Projects 2018-2021 •45% General Fund, 55% Drainage •FM 78 South Channel 2023- Present •General Fund •Drainage Fund Balance – Currently $723,000 FY 2020-21 To Current FY Drainage Fund Analysis 9 FY 2023-24 •Revenue: $1,368,771 •Budget: $1,594,207 •Actual Exp: $1,444,324 FY 2024-25 •Revenue: $1,516,000 (Estimated) •Budget: $1,635,862 Current FY Budgeted Expenses: $898,244 Current FY Budgeted Capital Cost: $637,618 •Capital Cost Includes: Vehicle & Equipment Replacement (Street Sweeper), Professional Services (Projects), Land & Easement Budgeted Funds FY 2020-21 •Revenue: $1,277,838 •Budget: $1,497,913 •Actual Exp: $1,210,097 FY 2021-22 •Revenue: $1,291,653 •Budget: $1,272,024 •Actual Exp: $1,047,412 FY 2022-23 •Revenue: $1,285,422 •Budget: $1,438,907 •Actual Exp: $1,534,784 Drainage Fund Projections - 5 Year 10 Expenditure Type Expanded Project - Personnel FY 2025-26 2026-27 2027-28 2028-29 2029-30 Personnel Existing Personnel Budget $571,592 $600,172 $630,180 $661,689 $694,774 Personnel Drainage Worker I (3 Full Time Employees)$223,677 $234,861 $246,604 $258,934 $271,881 Personnel Drainage Worker II (1 Full Time Employee)$84,149 $88,356 $92,774 $92,774 $92,774 Personnel Crew Leader (1 Full Time Employee)$103,604 $108,784 $114,223 $119,935 Personnel Drainage Worker I (3 Full Time Employees)$223,677 $234,861 $246,604 Personnel Floodplain & Stormwater Manager (1 Full Time Employee)$100,104 $105,109 $110,365 $115,883 $121,677 Total $979,522 $1,132,102 $1,412,384 $1,478,364 $1,547,645 Expenditure Type Expanded Program - O&M FY 2025-26 2026-27 2027-28 2028-29 2029-30 O&M Current O&M $271,000 $284,550 $298,778 $298,778 $298,778 O&M O&M Increase w/ Additional Personnel $100,000 $255,000 $367,750 $436,138 $457,944 Total $371,000 $539,550 $666,528 $734,916 $756,722 Drainage Fund Projections - 5 Year 11 Expenditure Expanded Program - Capital Costs FY 2025-26 2026-27 2027-28 2028-29 2029-30 Yearly Capital Expense Land/ROW/Easement Purchase $250,000 $250,000 $100,000 $100,000 $100,000 Other Expenses Non-operating, Fund Charges/Tranfers, legal/Accounting Services $593,270 $622,934 $654,080 $654,080 $654,080 Capital Cost - Land Property Purchase $500,000 Capital Cost - Equipment Drainage UTV $30,000.00 Capital Cost - Equipment Haul Trailer $40,000.00 Capital Cost - Equipment Drainage Haul Truck (2.5 Ton, Crew Cab, 4x4, Flat Bed)$90,000.00 Capital Cost - Equipment Crew Truck (1 Ton, Crew Cab, 4x4)$90,000.00 Capital Cost - Equipment Supervisor Truck (3/4 Ton, Crew Cab, 4x4)$75,000.00 Capital Cost - Equipment Street Sweeper $375,000 Capital Cost - Equipment Maintainer $350,000 Capital Cost - Equipment Drainage Dump Trailer $90,000 Captial Cost - Equipment Replacement Yearly Vehicle/Equipment Replacement Contribution $150,000 $150,000 $150,000 $150,000 $150,000 Project Master Drainage Plan $125,000 $125,000 Professional Services Engineering Services $100,000 $100,000 $100,000 $100,000 $100,000 Professional Services Drainage Rate Study $10,000 Total $1,468,270 $1,672,934 1504080 $1,469,080 $1,014,080 Drainage Fund Projections - 5 Year 12 Drainage Capital Improvement Projects 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 2030-2035 Total Wendy Swan Drainage Improvements $1,100,000.00 $1,100,000.00 Kramer Farms Drainage Improvements $1,000,000.00 $1,000,000.00 FM 1518 - City Park Underground Drainage Upgrade $2,500,000.00 $2,000,000.00 $4,500,000.00 Woodbridge Drainage Improvements $1,100,000.00 $1,100,000.00 Portage Lane Culvert Replacement and Channel Rehabilitation $100,000.00 $725,000.00 $825,000.00 Morning Drive Culvert Replacement and Channel Rehabilitation $100,000.00 $900,000.00 $1,000,000.00 Oak Forest Channel Improvements $200,000.00 $2,000,000.00 W. Dietz Creek from Lookout to Selma $300,000.00 $2,700,000.00 W Dietz Creek Drainage Improvements: Elbel Road to City Limits $1,500,000.00 $4,500,000.00 $6,000,000.00 W Dietz Creek Drainage Improvements: Schertz Pkwy to Elbel RD $1,000,000.00 $4,000,000.00 $5,000,000.00 Northcliffe II Drainage Improvements $1,050,000.00 $1,050,000.00 Lazar Parkway Drainage Improvements $2,500,000.00 $2,500,000.00 W Dietz Creek Drainage Improvements: Maske to Schertz Pkwy $4,000,000.00 $4,000,000.00 W Dietz Creek Drainage Improvements: Savannah Dr to Maske $5,000,000.00 $5,000,000.00 W Dietz Creek Drainage Improvements - City Limits near Wiederstein to Savannah Dr $5,000,000.00 $5,000,000.00 Total $1,100,000.00 $3,500,000.00 $3,500,000.00 $3,925,000.00 $4,200,000.00 $5,500,000.00 $21,550,000.00 $38,075,000.00 Local Government Code Sec. 552.053 Exemptions Sec. 552.053. EXEMPTIONS. (a) A governmental entity or person described by Subsection (b) and a lot or tract in which the governmental entity or person holds a freehold interest may be exempt from this subchapter and all ordinances, resolutions, and rules adopted under this subchapter. (b) The following may be exempt: (1) this state; (2) a county; (3) a municipality; or (4) school districts and open-enrollment charter schools. (c) The following shall be exempt from the provisions of any rules or ordinances adopted by a municipality pursuant to this Act: (1) property with proper construction and maintenance of a wholly sufficient and privately owned drainage system; (2) property held and maintained in its natural state, until such time that the property is developed and all of the public infrastructure constructed has been accepted by the municipality in which the property is located for maintenance; and (3) a subdivided lot, until a structure has been built on the lot and a certificate of occupancy has been issued by the municipality in which the property is located. 13 Local Government Code Sec. 552.053 Exemptions (d) A municipality may exempt property owned by a religious organization that is exempt from taxation pursuant to Section 11.20, Tax Code, from all or a portion of drainage charges under this subchapter, as the governing body of the municipality considers appropriate. (d-1) A municipality may exempt property used for cemetery purposes from drainage charges under Section 552.047 if the cemetery is closed to new interments and does not accept new burials. (e) The following property is exempt from drainage charges under Section 552.047 and all ordinances, resolutions, and rules adopted under this subchapter: (1) property owned by a county in which a municipality described by Section 552.044(8)(A) is located; (2) property owned by a school district located wholly or partly in a municipality described by Section 552.044(8)(A); and (3) property owned by a municipal housing authority of a municipality described by Section 552.044(8)(A). 14 Schertz Drainage Utility Current Exemptions Sec. 90-273. - Exemptions. •State, County, Municipal, and Federal owned parcels •Schools •Schertz Housing Authority •Cemetery Lots* •Property with properly engineered designed drainage system and maintenance of a wholly sufficient, privately owned drainage utility system; •Property held and maintained in its natural state, until such time that the property is developed and the public structure constructed thereon has been accepted by the city for maintenance; •A subdivided lot, until a structure has been built on the lot and a certificate of occupancy has been issued by the city; Not currently exempted: Religious Organizations under Section 11.20 of the Tax Code *Currently Section 552.053 states only cemeteries closed to new interments and burials are eligible to be exempt. 15 Next Steps •Provide consultant assumptions needed to finalize Drainage Rate Study. •Personnel and O&M expansions •Projects •Exemptions •Publish Notice (with full Ordinance Language and Proposed Fee) 3 times – first published notice shall 30 or more days before Public Hearing. •Hold a Public Hearing for the Ordinance Revision and Proposed Fee and adopt. 16 COMMENTS AND QUESTIONS 17 Agenda No. 16.   CITY COUNCIL MEMORANDUM    City Council Meeting:April 15, 2025 Department:Executive Team Subject:Discussion regarding expansion of the CCMA South Plan due to lack of City of Schertz Capacity BACKGROUND In late 2014, the City entered into the Southern Plan Wastewater Services and Funding Agreement By and Among Cibolo Creek Municipal Authority, City of Schertz and City of Cibolo to provide for construction of the CCMA South Sewer Treatment Plant. There was a subsequent amendment and a related agreement also approved. The effect of the agreements is that CCMA would build a 500,000-gallons per day sewer treatment plant. Schertz would pay the bonds for the first 10 years. Cibolo would have to decide by late 2023 whether they would opt in to the plant - if they did they would have rights to half of the capacity, but would pay half of the cost (splitting the next 10 years bond payments with Schertz and paying the last 10 themselves). If they did not opt in, Schertz would pay all of the bond costs, but have rights to all of the capacity. In December 2022, the City and Green Valley Municipal Utility District (GVSUD) entered into a mediated settlement agreement. Per that agreement, the City assigned 75,000 gallons per day to GVSUD at not cost and agreed to provide another 50,000 gallons per day with GVSUD paying Schertz's cost for this capacity. So, in total, the City gave up 125,000 gallons per day of capacity to GVSUD.  Cibolo asked for a few extensions to make their decision, but ultimately in early 2024 they opted in. As such, they have rights to half of the 500,000 gallons per day of capacity. As a result of this, Schertz has only 125,000 gallons per day of capacity in the plant. At present, only Schertz is contributing flows to the plant. With the Woman Hollering Creek Trunk Line and Lift Station coming online in the last few months, Schertz staff has been able to calculate actual flows from wastewater that was being treated by the Crossvine batch plant, was being pumped and hauled, and from projects that came online at the same time. As a result, Schertz is already using its allocated 125,000 gallons per day of capacity. There are a number of projects in process that would have to lift up north to the OJR Plant or provide for pump and haul if the City does not obtain more capacity. Schertz has reached out to Cibolo and GVSUD about utilizing their capacity until the plant can be expanded. Schertz has initiated conversations with CCMA and the City of Cibolo about the need to expand the plant. Also, per the settlement agreement, CCMA is required to notify GVSUD about the contemplated expansion so they can determine if they want to participate. Schertz anticipates needing an additional approximately 1,250,000 gallons per day of capacity.  Attachments Presentation  CCMA South WWTP Expansion City Council Meeting April 15, 2025 South Plant WWTP Permit per TCEQ •These are the phases identified in the current CCMA discharge permit up to 3 MGD •Interim Phase 1 (Current Phase) •0.5 MGD (million gallons per day) •3,225 LUEs worth of capacity (living unit equivalents, or single-family residences) •Interim Phase 2 •1 MGD •6,450 LUEs •Final Phase •3 MGD •19,350 LUEs •The plant can be expanded to any capacity between 1 MGD and 3 MGD with a minor amendment to the permit •Expansion of the plant beyond 3 MGD will require a major amendment CCMA South Plant WWTP Service Area Demand for Wastewater Service – West of Cibolo Creek • The following table reflects City of Schertz commitments to be served by the CCMA South Plant WWTP. •Residential developments that flow to the CCMA South Plant are highlighted by red outline. Schertz Expansion Request of CCMA •Existing Southern WTP has a total of 0.5 MGD •Schertz has 0.25 MGD capacity out of the 0.5 MGD but 0.125 MGD is allocated to GVSUD •Cibolo has 0.25 MGD capacity out of the 0.5 MGD •Schertz is requesting an additional 1.375 MGD (8,870 LUEs) to accommodate our flow requirements •The plant expansion would be a minimum of 1.875 MGD •Schertz would have 1.625 MGD capacity (minus GVSUD’s 0.125 MGD) •Cibolo would still only have 0.25 MGD capacity, if it does not participate in the expansion •Cibolo is considering whether to participate in an expansion and if so, at what level of capacity. 1.875 MGD Expansion Construction •1.875 MGD (12,096 LUEs) expansion to a permitted total of 2.375 MGD (15,322 LUEs) •Schertz would get an additional 1.375 MGD (8,870 LUEs) to accommodate our flow requirements •Schertz would own a total of 1.625 MGD (10,483 LUEs) in the expanded facility but GVSUD would have rights to 0.125 MGD (806 LUEs). •Cibolo would receive an additional 0.5 MGD (3,225 LUEs) to accommodate their own flow requirements plus their obligations to GVSUD under the comprehensive settlement agreement •Additional capacity for GVSUD is not included in this option, but if requested, should have little impact on the pricing for the two cities 1.875 MGD Expansion, Estimated Costs •1.875 MGD expansion would cost approximately $64.69 million •This is assuming $30 per gallon of construction costs and a 15% Engineering cost •Construction costs anywhere between $25 per gallon and $60 per gallon, with most recent jobs of this size and scope trending toward the lower end •Construction costs $56.25 million •Schertz’ share of cost at roughly 73% of the capacity would be roughly $41.25 million •Design costs $8.44 million •Schertz’ share at roughly 73% would be roughly $6.2 million •Total estimated costs for Schertz would be roughly $47.5 million Other Expansion Options •If Cibolo were to opt in for more capacity and/or GVSUD opted in for capacity, the overall project cost would increase but Schertz’ estimated cost would be the same, as Cibolo and/or GVSUD would bear the costs for that additional capacity. 8 Timeline and Next steps on Plant Expansion •Cibolo and Schertz with CCMA to seek GVSUD’s request for additional capacity •6-12 months for amending tri-party funding agreement between the cities and CCMA, potentially GVSUD •15-20 months of design and financing •The need for a major amendment can add time to this portion of the job, but would generally run concurrently with design •Litigation associated with the permitting process can add years to the project •3 months to advertise the project and evaluate respondents •24-30 months for construction •48-65 months for project completion Timeline and Next steps on Schertz Obtaining Interim Capacity •Schertz is out of its current allocated capacity when considering the rights to capacity GVSUD has per the settlement Agreement. •Presently only Schertz is sending flows to the south plant. •Schertz has requested that additional interim capacity, until and expansion of the plant is complete from both Cibolo and GVSUD. •If Schertz can obtain an additional .300 MGD in capacity that will accommodate the immediate requests for additional capacity •Subsequent Requests for capacity will have to be lifted up to the OJR (North) plant. Questions and Discussion