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AGD 01/16/2024 City of Wichita Falls City Council Agenda Tim Short, Mayor Bobby Whiteley, Mayor Pro Tem/At Large �� Michael Smith, District 1 /" zy Larry Nelson, District 2 \--U44- Jeff Browning, District 3 a � a ��S Mike Battaglmo, District 4 ' TEXAS Tom Taylor, District 5 Stue5Aie�:Golder-Oyportu rties: C Darron Leiker, City Manager Kinley Hegglund, City Attorney Marie Balthrop, City Clerk Notice Of Regular Meeting Of The Mayor And City Council Of The City Of Wichita Falls, Texas, To Be Held In The City Council Chambers, Memorial Auditorium, 1300 Seventh Street, Tuesday, January 16, 2024, Beginning At 8:30 A.M. This meeting can be accessed and viewed at the following locations: 1. A livestream will be shown on the Spectrum/Time Warner Cable Channel 1300 2. A livestream will be shown on the City's Facebook page (City of Wichita Falls, Texas Government) (https://www.facebook.com/citvofwichitafalls) 3. A video of the meeting will be posted on the City's YouTube page (https://www.voutube.com/citvofwf) Item # 1 . Call to Order 2. (a) Invocation: Major Joe Burton Salvation Army (b) Pledge of Allegiance 3. Presentations (a) Employee of the Month — Officer Danny Saravane, Police Department (b) Proclamation — Financial Aid Awareness Month - Café Con Leche, Midwestern State University, Vernon College, WFISD, Wichita Falls Chamber of Commerce and Zavala Hispanic Cultural Initiative (c) Recognition and Presentation of Historic Markers - West Floral Heights Historic District 4. Comments from the public to members of the city council concerning items that are not on the city council agenda. People wishing to address the council should sign up prior to the start of the meeting. A three-minute time frame will be adhered to for those addressing their concerns. Since comments from citizens are not posted agenda items, the City Council is prohibited from deliberating or taking any action, other than a proposal to place the item on a future agenda. Staff may provide factual statements in response to inquiries or recite existing policy. CONSENT AGENDA 5. Approval of minutes of the December 19, 2023 Regular Meeting of the Mayor and City Council. 6. Resolutions (a) Resolution authorizing the City Manager to award bid and contract for the Jasper High Service Pump Replacement Project to Trew Contracting Solutions, LLC in the amount of $610,000.00 (b) Resolution authorizing the purchase of a Washer Compactor for the Northside Wastewater Treatment Plant, from Vision Equipment., in the amount of$90,850.00 7. Receive Minutes (a) Planning & Zoning, October 11 , 2023 (b) Lake Wichita Revitalization Committee, December 12, 2023 REGULAR AGENDA 8. Ordinances (a) Ordinance amending the City Code of Ordinances, Appendix A — Subdivision and Development Regulations, to amend platting requirements and formally adopt a Pavement Design Manual to comply with regulations as set forth in Texas House Bill 3699 (b) Ordinance making an appropriation to the Special Revenue Fund in the amount of $7,000.00 for grant funding from the Dallas Internet Crimes Against Children Task Force, which is administered by the City of Dallas Reimbursement Program 9. Resolutions (a) Resolution authorizing the purchase of Eleven (11) 911 Define Console Systems through the H-GAC (Houston-Galveston Area Council) Cooperative Purchasing Program from Russ Bassett Corporation in the amount of $292,931 .91 CITY COUNCIL AGENDA PAGE 2 OF 4 (b) Resolution authorizing award of bid to Retail Motorcycle Ventures, Inc. for the purchase of three (3) BMW Police Motorcycles for the Wichita Falls Police Department in the amount of $92,933.31 (c) Resolution authorizing the purchase of equipment and installation services for FY 2024 Wichita Falls Police Department patrol units through the BuyBoard Purchasing Cooperative from Dana Safety Supply, Inc. in the amount of $133,464.65 (d) Resolution approving the programs and expenditures of the Wichita Falls Economic Development Corporation (WFEDC/4A) by amending the budget to include an expenditure up to $285,000 to support a performance agreement with Covercraft Industries related to the proposed expansion of their current operations in Wichita Falls (e) Resolution approving the programs and expenditures of the Wichita Falls Economic Development Corporation (WFEDC/4A) by amending the budget to include an expenditure up to $36,500 to support a performance agreement with Seasons Eatings Snack Company, LLC related to the proposed expansion of their current operations in Wichita Falls 10.Appointments to Boards and Commissions 11.Other Council Matters (a) Announcements concerning items of community interest from members of the City Council. No action will be taken or discussed. 12.Executive Sessions (a) Executive Session in accordance with Texas Government Code § 551.087, to discuss or deliberate the offer of a financial or other incentive to a business prospect that the City Council seeks to have, locate, stay, or expand in or near the territory of the City of Wichita Falls and with which the City and/or economic development corporations created by the City are conducting economic development negotiations (including, but not limited to, Covercraft Industries and Seasons Eatings Snack Company, L.L.C) (b) Executive Session in accordance with Texas Government Code §551.074 to deliberate the appointment, employment, evaluation, reassignment, duties, discipline, dismissal of a public officer or employee (including, but not limited to, City Manager, City Attorney, Judge of the Municipal Court, and City Clerk.) (c) Executive Session in accordance with Texas Government Code §551.071, consultation with attorney on matter involving pending or contemplated litigation or other matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of CITY COUNCIL AGENDA PAGE 3 OF 4 Texas clearly conflicts with the Texas Open Meetings Act (including, but not limited to, legal issues related to Lake Ringgold). 13.Adjourn Spanish language interpreters, deaf interpreters, Braille copies or any other special needs will be provided to any person requesting a special service with at least 24 hours' notice. Please call the City Clerk's Office at 761-7409. Every item on this agenda shall be considered a public hearing. Regardless of the agenda heading under which any item is listed, any word or phrase of any item listed on this agenda shall be considered a subject for consideration for purposes of the Texas Open Meetings Act and other relevant law, and City Council may deliberate and vote upon any such subject and resolutions related thereto. Resolutions, ordinances, and other actions concerning any word, phrase, or other subject may be voted upon, regardless of any language of limitation found in this agenda or any document referring to such action. Any penal ordinance, development regulation or charter provision of the City of Wichita Falls or item which is funded by the current or next proposed City of Wichita Falls budget, including, without limitation, any street, water pipe, sewer, drainage structure, department, employee, contract or real property interest of the City of Wichita Falls, may be discussed and deliberated, and the subject is hereby defined as such without further notice. Any item on this agenda may be discussed in executive session if authorized by Texas law regardless of whether any item is listed under "Executive Sessions" of this agenda, regardless of any past or current practice of the City Council. Executive sessions described generally hereunder may include consideration of any item otherwise listed on the agenda plus any subject specified in the executive session notice. Executive sessions described generally hereunder are closed meetings, may include consideration of any item otherwise listed on the agenda plus any subject specified in the executive session notice, and may include items under Texas Government Code Sections 551.071, 551.072, 551.073, 551.074, 551.076, 551.084, and/or 551.087. CERTIFICATION I certify that the above notice of meeting was posted on the bulletin board at Memorial Auditorium, Wichita Falls, Texas on the 10th day of January, 2024 at 5:30 o'clock p.m. ait,Cw City Clerk CITY COUNCIL AGENDA PAGE 4 OF 4 CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Employee of the month. INITIATING DEPT: Police Department NAME: Danny Saravane DEPARTMENT: Police HIRE DATE: 03/05/2012 PRESENT POSITION: Police Officer II COMMENTARY: Presentation of the Employee of the Month Award (plaque, letter of appreciation, gift card for dinner at a local restaurant, and a check for $200.00). ® Director of Human Resources ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 1 OF 1 PAGES AGENDA ITEM NO.3.A City of Wichita Falls City Council Meeting ..,.�. Minutes \--U4iteia December 19, 2023 T E XA5 Rime, 4e/den,opvartwr;es: Item 1 - Call to Order The City Council of the City of Wichita Falls, Texas, met in a regular session 8:30 a.m. on the above date in the Council Chambers at Memorial Auditorium with the following members present. Tim Short - Mayor Bobby Whiteley - Mayor Pro Tem/At-Large Mike Battaglino - Councilors Jeff Browning - Larry Nelson - Michael Smith - Tom Taylor - Darron Leiker - City Manager Kinley Hegglund - City Attorney Marie Balthrop - City Clerk Mayor Short called the meeting to order at 8:30 a.m. Item 2a — Invocation Pastor Gene Holley, Life Church, gave the invocation. Item 2b — Pledge of Allegiance Mayor Short led the Pledge of Allegiance. Item 3a — The Wichita Falls Professional Fire Fighters Association Presentation of MDA Award PAGE 1 of 15 AGENDA ITEM NO.5. 8:31 a.m. Al Vitolo, Professional Fire Fighters Association, presented a check to the Muscular Dystrophy Association (MDA) for $44,372.90 for donations collected during the Fill the Boot campaign. Item 3b — Proclamation — Homeless Persons' Remembrance Day, Wichita Falls Alumnae Chapter of Delta Sigma Theta Sorority, Inc. 8:33 a.m. Mayor Short read a proclamation proclaiming December 21, 2023 as Homeless Persons' Remembrance Day in Wichita Falls. Item 4 — Comments from Citizens 8:36 a.m. Juan Gelacio, 2906 Baltimore Rd, read a prepared statement expressing his concerns regarding meth pipes and other drug paraphernalia being sold in local stores. Mr. Gelacio requested this be an item on a future agenda. Item 5-6 — Consent Items 8:39 a.m. Darron Leiker, City Manager, gave a briefing on the items listed under the Consent Agenda. Moved by Councilor Browning to approve the consent agenda. Motion seconded by Councilor Nelson and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 5—Approval of Minutes of the December 5, 2023, Regular Meeting of the Mayor and City Council Item 6 — Receive Minutes CITY COUNCIL MINUTES December 19, 2023 PAGE 2 OF 15 PAGE 2 of 15 AGENDA ITEM NO.5. (a) Lake Wichita Revitalization Committee, October 10, 2023 Item 7a— Public Hearing concerning the designation of Reinvestment Zone at 3348 Industrial Dr.; 902 Radio Ln.; 3319 Industrial Dr.; 3325 Industrial Dr.; 3331 Industrial Dr.; 3337 Industrial Dr.; 3343 Industrial Dr.; 3349 Industrial Dr.; 3355 Industrial Dr.; 3348 Industrial Dr.; 3303 Industrial Dr.; 812 Loop 11.; 3311 Industrial Dr.; 812 Loop 11 X Wichita Falls, Texas 8:40 a.m. Mayor Short opened the public hearing at 8:41 a.m. Mr. Hegglund discussed the purpose of the creation of the reinvestment zone to entice and encourage Westlake Corporation to expand and enhance its existing operations in Wichita Falls by allowing possible tax abatement agreements. The City has met all legal requirements to create the zone. Mayor Short closed the public hearing at 8:44 a.m. Item 7b — Ordinance 68-2023 8:45 a.m. Ordinance designating properties as a Reinvestment Zone that are located at 3348 Industrial Dr.; 902 Radio Ln.; 3319 Industrial Dr.; 3325 Industrial Dr.; 3331 Industrial Dr.; 3337 Industrial Dr.; 3343 Industrial Dr.; 3349 Industrial Dr.; 3355 Industrial Dr.; 3348 Industrial Dr.; 3303 Industrial Dr.; 812 Loop 11.; 3311 Industrial Dr.; 812 Loop 11 X, Wichita Falls, Texas; and providing for severability Moved by Councilor Browning to approve Ordinance 68-2023. Motion seconded by Councilor Battaglino and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 7c — Ordinance 69-2023 8:47 a.m. CITY COUNCIL MINUTES December 19, 2023 PAGE 3 OF 15 PAGE 3 of 15 AGENDA ITEM NO.5. Ordinance amending Ordinance No. 44-2022 and Ordinance No. 12-2023 Declaring Certain Structures as Dangerous by allowing additional time to rehabilitate two structures located at 2001 11th Street and 1117 23rd Street. Moved by Councilor Browning to approve Resolution Ordinance 69-2023. Motion seconded by Councilor Smith. Rita Miller, Neighborhood Services Manager, stated property owners will have until January 18, 2024, to pull a permit, and until March 18, 2024, for substantial completion of the renovation. Both property owners are registered contractors. Jose Rodriguez, Ashe Enterprises, LLC, 2928 Bay Oaks Dr., Dallas, TX discussed his intent to make the property a rental property. Pat Schlabs, 115 Royal Road, discussed his intent to renovate 2001 11th Street as a residential property, and to make it look similar to the Alamo School Lofts across the street. Properties will remain on the demolition list if the new owners do not meet the requirements set out in the Ordinance. Motion carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 7d — Ordinance 70-2023 8:56 a.m. Ordinance approving the transfer of various aged receivable accounts to dormant status as part of the City's fiscal year-end closing process Moved by Councilor Browning to approve Resolution Ordinance 70-2023. Motion seconded by Councilor Battaglino and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None CITY COUNCIL MINUTES December 19, 2023 PAGE 4 OF 15 PAGE 4 of 15 AGENDA ITEM NO.5. Item 7e — Ordinance 71-2023 8:57 a.m. Ordinance making an appropriation to the Special Revenue Fund for Public Health Workforce Grant (PHWF) in the amount of $700,793 received from the Department of State Health Services and authorizing the City Manager to execute contract accepting same Moved by Councilor Browning to approve Ordinance 71-2023. Motion seconded by Councilor Battaglino and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 7f— Ordinance 72-2023 8:59 a.m. Ordinance canceling the regularly scheduled City Council meeting on January 2, 2024 Moved by Councilor Browning to approve Ordinance 72-2023. Motion seconded by Councilor Nelson and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 7q — Ordinance 73-2023 9:01 a.m. Ordinance replacing Ordinance No. 52-2023 that was amended by Ordinance 55- 2023, the fee schedule applied to City operations; providing for severability; providing that such ordinance shall not be codified; and providing an effective date Moved by Councilor Browning to approve Ordinance 73-2023. CITY COUNCIL MINUTES December 19, 2023 PAGE 5 OF 15 PAGE 5 of 15 AGENDA ITEM NO.5. Motion seconded by Councilor Whiteley carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 8a — Resolution 153-2023 9:10 a.m. Resolution authorizing the City Manager to formally reject the bid for the 2024 Crack Seal Project from Doctor Asphalt, LLC in the amount of $157,262.37. Moved by Councilor Browning to approve Resolution 153-2023. Motion seconded by Councilor Taylor, and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 8b — Resolution 154-2023 9:13 a.m. Resolution authorizing the purchase of a Crew Truck for the Water Distribution Division through the Houston-Galveston Area Council (H-GAC) Purchasing Cooperative from Bruckner Truck Sales, Inc. in the amount of $136,157.00. Moved by Councilor Browning to approve Resolution 154-2023. Motion seconded by Councilor Battaglino and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 8c — Resolution 155-2023 9:15 a.m. CITY COUNCIL MINUTES December 19, 2023 PAGE 6 OF 15 PAGE 6 of 15 AGENDA ITEM NO.5. Resolution authorizing the purchase of equipment and installation services for 2023 Wichita Falls Police Department patrol units through the BuyBoard Purchasing Cooperative from Dana Safety Supply, Inc. in the amount of$121,061.00 Moved by Councilor Nelson to approve Resolution 155-2023. Motion seconded by Councilor Battaglino and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 8d — Resolution 156-2023 9:18 a.m. Resolution authorizing the purchase of eleven (11) 2023 Ford Utility Police Interceptors for the Wichita Falls Police Department through the BuyBoard Purchasing Cooperative from Caldwell Country Ford, LLC dba Rockdale Country Ford in the amount of $531,689.00 Moved by Councilor Browning to approve Resolution 156-2023. Motion seconded by Councilor Smith and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Item 8e — Resolution 157-2023 9:23 a.m. Resolution confirming reappointment to the Firefighters and Police Officers' Civil Service Commission Moved by Councilor Browning to approve Resolution 157-2023. Motion seconded by Councilor Whiteley and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley CITY COUNCIL MINUTES December 19, 2023 PAGE 7 OF 15 PAGE 7 of 15 AGENDA ITEM NO.5. Nays: None Item 9 — Announcements concerning items of community interest from members of the City Council. No action will be taken or discussed. 9:24 a.m. Councilor Taylor expressed his thanks to Pastor Holley for his prayer this morning, as it encouraged unity among individuals with different points of view. Councilor Taylor expressed the importance that we respect all viewpoints that bring us to a common ground so we can move forward to do what is best for the citizens and city. He thanked the groups in attendance today that encouraged us to remember the less fortunate and those with challenges during this holy season, discussed challenges facing the homeless and encouraged citizens to look around and see what they can do to help. Councilor Taylor wished everyone a Merry Christmas. Councilor Whiteley wished everyone a Merry Christmas and Happy New Year. He thanked Al Vitolo for his presentation to the MDA this morning, thanked the firefighters that collect, thanked city staff for allowing them to do this on duty, and gave a special thanks to the community for their donations. Councilor Browning wished everyone a Merry Christmas and Happy New Year. Councilor Smith wished everyone a Merry Christmas, Happy New Year, and safe travels. Councilor Nelson wished everyone a Merry Christmas and Happy New Year. He discussed the savings to the City and increase in tax revenue by allowing the rehabilitation of properties on the demolition list, and thanked Rita Miller for her work. Councilor Battaglino thanked Al Vitolo for the presentation to the MDA, Mr. Gelacio for the information he provided, Project Texoma for the Soups and Socks event, and Downtown Wichita Falls Development for the City Lights parade. He apologized for missing the last Council meeting and stated it was due to him being a member of the Department of Defense Executive Leadership Development Program which required a trip to Korea, and on Dec. 7th he was in Hawaii for the 82nd Pearl Harbor Remembrance ceremony where he was able to interact with survivors. On January 22, 2024, he will be hosting a town hall meeting for District 4 at the Thomas Fowler American Legion Post 169 at 5:00 p.m. Councilor Battaglino wished everyone a Merry Christmas and Happy New Year. Mayor Short wished everyone a Merry Christmas and Happy New Year, and asked that God Bless our wonderful City. He gave a shout out to Downtown Wichita Falls CITY COUNCIL MINUTES December 19, 2023 PAGE 8 OF 15 PAGE 8 of 15 AGENDA ITEM NO.5. Development for the parade and event at the Farmer's Market, and stated it was an impressive event that gets bigger and better every year. Mayor Short sent his thoughts and prayers and expressed his concern and support for Susan Kimes, who was shot along with her daughter during a domestic violence incident two weeks ago. Susan is a valued City employee who is greatly missed, and he asked that everyone keep Susan and her daughter in our prayers, and to support the Go Fund Me page set up to help with their medical expenses. Item 10 — Executive Sessions City Council adjourned into Executive Session at 9:33 a.m. in accordance with Texas Government Code §551.074 and §551.087. City Council reconvened at 10:04 a.m. Mayor Short reconvened in open session and announced that no votes or polls were taken. Item 11 —Appointments to Boards and Commissions 10:05 a.m. Moved by Councilor Whiteley to make the following appointments to the Airport Board of Adjustments: Place 4 — Reappoint Fred Tillman with a term to expire 12/31/2025. Place 5 — Reappoint Debra Carr with a waiver of term limit, with a term to expire 12/31/2025. Place 6 - Reappoint Mark McBurnett with a term to expire 12/31/2025. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None CITY COUNCIL MINUTES December 19, 2023 PAGE 9 OF 15 PAGE 9 of 15 AGENDA ITEM NO.5. Moved by Councilor Whiteley to reappoint Michele Pohlmann to Place 4 on the Animal Shelter Advisory Committee with a term to expire 12/31/2025. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Whiteley to make the following appointments to the Construction Board of Adjustments and Appeals: Place 1 - Reappoint Anthony Inman with a waiver of term limit, term to expire 12/31/2026. Place 2 — Reappoint Leo Lane a waiver of term limit, term to expire 12/31/2026. Place 4 — Rick Hernandez to an unexpired term with a term to expire 12/31/2025. Place 5 — Reappoint Pete Johnson with a waiver of term limit, term to expire 12/31/2026. Place 6 — Reappoint Allen Moore with a term to expire 12/31/2026. Place 8— Reappoint Michael Grassi with a waiver of term limit, term to expire 12/31/2026. Place 10 — Reappoint Eric Archer with a term to expire 12/31/2026. Place 11 — Reappoint Luke Oechsner with a waiver of term limit, term to expire 12/31/2026. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Whiteley to make the following appointments to the Emergency Medical Services Board: CITY COUNCIL MINUTES December 19, 2023 PAGE 10OF15 PAGE 10 of 15 AGENDA ITEM NO.5. Place 6 — Reappoint Dr. John Hilmi, MD with a waiver of term limit, term to expire 12/31/2025. Place 7 — Reappoint Nancy Berend with a waiver of term limit, term to expire 12/31/2025. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Whiteley to reappoint Joel Hartmangruber to Place 2 on the Landmark Commission with a term to expire 12/31/2026. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Taylor to make the following appointments to the Park Board: Place 1 — Reappoint Larri Jean Jacoby with a term to expire 12/31/2026. Place 3 —Adam Arruda with a term to expire 12/31/2026. Place 6 — Dawn Ferrell with a term to expire 12/31/2026. Place 8 — Steve Garner to Place 8 on the Park Board with a term to expire 12/31/2026. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Whiteley to make the following appointments to the Planning and Zoning Commission: CITY COUNCIL MINUTES December 19, 2023 PAGE 11OF15 PAGE 11 of 15 AGENDA ITEM NO.5. Place 2 — Reappoint Blake Haney with a waiver of term limit, term to expire 12/31/2025. Place 3— Move Steven Wood from Place 11 —Alternate with a term to expire 12/31/2025. Place 5 — Reappoint Noros Martin with a term to expire 12/31/2025. Place 7 — Reappoint Michael Grassi with a term to expire 12/31/2025. Place 10 — Brady Enlow with a term to expire 12/31/2025. Place 11 —Alan Sizemore with a term to expire 12/31/2025. Place 12 — Reappoint Mark McBurnett with a term to expire 12/31/2025. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Taylor to make the following appointments to the Tax Increment District Reinvestment Zone #2: Place 1 — Rick Hatcher with a term to expire 12/31/2025. Place 2 — Jim Chandler with a term to expire 12/31/2025. Chair— Ben Filer with a term to expire 12/31/2024. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Whiteley to make the following appointments to the Tax Increment District Reinvestment Zone #3: Place 2 — Shammann Smith with a term to expire 12/31/2025. CITY COUNCIL MINUTES December 19, 2023 PAGE 12 OF 15 PAGE 12 of 15 AGENDA ITEM NO.5. Place 3 — Jamie Gould with a term to expire 12/31/2025. Chair— Kenneth Haney with a term to expire 12/31/2024. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Whiteley to make the following appointments to the Tax Increment Financing Reinvestment Zone #4: Place 1 — Ben Filer with a waiver of term limit, term to expire 12/31/2025. Place 2 — John Dickinson with a waiver of term limit, term to expire 12/31/2025. Chair— Ben Filer with a term to expire 12/31/2024. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Whiteley to make the following appointments to the Water Resources Commission: Place 1 — Shane FitzHenry with a waiver of term limit, term to expire 12/31/2025. Place 4 — Glenn Barham with a waiver of term limit, term to expire 12/31/2025. Place 5 — Richard Milhollon with a term to expire 12/31/2025. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None CITY COUNCIL MINUTES December 19, 2023 PAGE 13OF15 PAGE 13 of 15 AGENDA ITEM NO.5. Moved by Councilor Taylor to make the following appointments to the Wichita County- City of Wichita Falls Health District Board: Place 1 - Rachel Reitan with a term to expire 12/31/2025. Place 3 — Reappoint Dr. Jared Harlan with a waiver of term limit, term to expire 12/31/2025. Place 4 — Reappoint Melissa Plowman with a waiver of term limit, term to expire 12/31/2025. Motion seconded by Councilor Browning and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley Nays: None Moved by Councilor Battaglino to make the following appointments to the Zoning Board of Adjustment: Place 1 — Move Rick Hernandez from Place 9—Alternate to Place 1 with a term to expire 12/31/2025. Place 2 — Move Jose Garcia from Place 6 — Alternate to an unexpired term for Place 2 with a term to expire 12/31/224. Place 3 — Dave Waddell with a waiver of term limit, term to expire 12/31/2025. Place 4 — Kerry Maroney with a waiver of term limit, term to expire 12/31/2025. Place 5 & Chair—Tyson Traw with a waiver of term limit, term to expire 12/31/2025. Place 6 — Richard Milhollon to an unexpired term, term to expire 12/31/2024. Place 10 — Mark McBurnett with a term to expire 12/31/2025. Motion seconded by Councilor Whiteley and carried by the following vote: Ayes: Mayor Short, Councilors Battaglino, Browning, Nelson, Smith, Taylor, and Whiteley CITY COUNCIL MINUTES December 19, 2023 PAGE 14 OF 15 PAGE 14 of 15 AGENDA ITEM NO.5. Nays: None Item 12 —Adjourn Mayor Short adjourned the meeting at 10:19 a.m. PASSED AND APPROVED this 16th day of January 2024. Tim Short, Mayor ATTEST: Marie Balthrop, TRMC, MMC City Clerk CITY COUNCIL MINUTES December 19, 2023 PAGE 15OF15 PAGE 15 of 15 AGENDA ITEM NO.5. CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Resolution authorizing the City Manager to award bid and contract for the Jasper High Service Pump Replacement Project to Trew Contracting Solutions, LLC in the amount of $610,000.00. INITIATING DEPT: Public Works STRATEGIC GOAL: Provide Quality Infrastructure STRATEGIC OBJECTIVE: Upgrade or Replace Outdated Public facilities COMMENTARY: One of the four high service pumps at Jasper Water Treatment Plant has exceeded its useful life. Staff secured the professional design services of Garver Engineering to design a replacement pump and associated work in February of 2023. The design was completed and the project advertised for bidding in early November of 2023. On December 5, 2023, bids were opened for the Jasper High Service Pump Replacement Project. This project is generally described as the replacement of a high service pump at Jasper Water Treatment Facility, and associated work. The High Service Pumps pump treated water from the plant into the distribution system. The Engineer's estimate for the Base Bid was $1,280,000.00. The bids received for this project are as follows: COMPANY AMOUNT Trew Contracting Solutions, LLC — Lubbock, TX $ 610,000.00 Taknek, LLC — Gainesville, TX $ 622,000.00 Urban Infraconstruction — Irving, TX $ 800,000.00 Construction of this project should require approximately one-hundred and twenty days to complete. Trew Contracting Solutions, LLC has been vetted by the City consultant and represents good value for the City of Wichita Falls. Therefore, staff, and our consultant recommends award of the Contract to Trew Contracting Solutions, LLC in the amount of $610,000.00, based on unit price quantities. ® Director, Public Works ASSOCIATED INFORMATION: Resolution , Recommendation Letter, Bid Tab, Location Maps ® Budget Office Review PAGE 1 OF 7 PAGES AGENDA ITEM NO.6.A ® City Attorney Review ® City Manager Approval PAGE 2 OF 7 PAGES AGENDA ITEM NO.6.A Resolution No. Resolution authorizing the City Manager to award bid and contract for the Jasper High Service Pump Replacement Project to Trew Contracting Solutions, LLC in the amount of $610,000.00 WHEREAS, the City of Wichita Falls has advertised for bids for the Jasper High Service Pump Replacement Project; and, WHEREAS, it is found that the lowest responsible bidder is Trew Contracting Solutions, LLC, who made a unit price bid with an estimated total of $610,000.00. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: The unit price bid for the Jasper High Service Pump Replacement Project is awarded to Trew Contracting Solutions, LLC in an estimated total amount of$610,000.00, and the City Manager is authorized to execute a contract for the City with said Contractor for the construction of such project. PASSED AND APPROVED this the 16th day of January, 2024. MAYOR ATTEST: City Clerk PAGE 3 OF 7 PAGES AGENDA ITEM NO.6.A 930 West T"Street Suite 803 Fort Worth,TX 76102 TEL 817.710.9E7E GARVER wvwr.GarwerU5.4eom December 12.2023 Russell Schreiber, PE City of Wichita Fails 1300 7th Street Wichita Falls. TX 76307 Re: City of Wichita Falls Jasper WTP HSPS Design Recommendation of Award Dear Mr. Schreiber: Bids were received for the Jasper Water Treatment Plant High Service Pump Station Improvements project (CWF23-565-20)at the City of Wichita Falls City Hall at 2:15pm on Tuesday, December 5'", 2023. The bids have been checked for accuracy and for compliance with the contract documents. A tabulation of the bids received is enclosed with this letter. A total of three (3)bids were received on the project. Trew Contracting Solutions, LLG submitted the low bid for the project in the amount of$610,000.00_ The Engineers Opinion of Probable Cost was S 1..28U,000.00. We believe that the bid submitted by Trew Contracting Solutions.LLC represents a good value for the City of Wichita Falls and recommend the construction contract for Jasper Water Treatment Plant High Service Pump Station Improvements project (CWF23-565-20) be awarded to Trew Contracting Solutions,LLC. Please call me if you have any questions. Sincerely. GARVER,LLC Ty Plebe,P.E. Facility Team Leader A11achmenis: Bid Tab far Jasper WTP H SP S Improvements PAGE 4 OF 7 PAGES AGENDA ITEM NO.6.A Jasper WTP HSPS Improvements City of Wichita Falls Wk:hita Falls,Texas GARVER 12J&2023 2:15 p.m. BID RESULTS SHEET Contractor Total Base Bid Trew Contracting Solutions,LLC 5610,000,00 Taknek $622,004.00 Urban infraconstructien $S00,000.00 Garver Project No.20W06241 Page 1 of 1 PAGE 5 OF 7 PAGES AGENDA ITEM NO.6.A J Gry rJ C3 P w Q _ o g 8 ; 4 0co .j 1- r- $ d O Z Li LL W v H § el CD Z tl C w Z e O d 0 Q b a go u G 4 1 ggg4ry4- I- -or a M - z u a ci ,z; • a. 3cg 's P m ti� s, " m t c-,, uTa CP n' m b U g2a t' o a mat' $ o `' o a o a g. as J 'i fi as m A o9 a a 46 $ mg I— CD a glE fa m G @! ea I c 1 '3 T 9 `m a in m E > a 4 5 z ❑ g I N I- I m 4 , M M w C) CL 4 Lid E J 6 E CN {9 Y e PROPOSED JASPER HIGH SERVICE PUMP REPLACEMENT z-- c,-. ..:'., .,•\ .. :„#.....„ ......... . .„,,,,,-.1J,„,,,,,,- IN 1 IL1 ... .......„ ;, i ...•.;., . • I \ ,..„,__ ; ,./7, ".1‘,'-...... \ 1 115 -- _..--...=--."; d .,._..,- \ \i 00.`"!-_ --------.--:..ic,.:,_....s._.---:' .. • .m.1 ..V..a• :'---6 —— : SZ [ \\.... • I . . -----] I 1 1`....1'.. .• - r M-1—T V.,I 1 o 3-i ,E4 1 , - - ., ll r I F. ,,,,,,,,I lij 7 r 1 r ...----- —,, . 1 - _4.'-.1-ir i' i, ."'"-, i-l- -::..,1....1--,,- ) / •II‘tir% •::-- _ _ I ii , / " . \ .-- ----- . - - .,,._ . , , , , -. 4 I 1 , ,,,{.^ / ! . f i 1 i 111 - l_cd:7„,, I ErT 1-ri.--4-i . I ( .4„....: I 1 i i / 77:7-1711 L ' \\ L _ PO ''... .... (F.,.,.......-......-... --t.... I ) r 1"5-al."; : ,.. ., ,.. \ / *" \,e 1 I • • i 1 11. , . -) \ 's. ,-2D \'‘.., . I tjf.' -(17 1 I., '" \\-,...._. •...-./ C.,..'.. . , —Al .., . - .. .-,_1 7 _ ..,. .... PROJECT 1 .1-?!.._*-..1._ - _ JAsPER HIGH C. ...C.- i• .- I -- E SERVICE PUMP ,•,..,•_'7.,_ ' 7:.'`..""z. 1!.. "" ( - --, 72..L.,• "- .-...._ 71.4' [ .;;. REPLACEMENT , J... .....,,,r.. .1 i'k•-_,-.• \ ..- 1 t... .. :,.., .;;;' „_, .--;,;.,7 -, - :-1\ \ _ J: - 1''.:•-••7:-.- r'-^' . .''...7., --- 7.-:.. it \ ---... .._, 1 v v7v. .1 I_zrz.1 1. .. _ ry . -'.: "-. '''' - '".. . !. r-,...! '''.' ,.-.,, 1 / ...' if "..... ' / 1 ....4-','' ....5—.T. '''' '...•/ .,-.. \\-\ -___ .--.D- ' --,.. , ....-- .r.,... .r.P. . ip• )'•_ .../i; -; '''' / , ,, 4?. ... 't'r-Z,- i II • , /.1 _ 7., ...., ., _ 1, _•__, ,_ . ..... .7:-.., , .... ....i.,i _ 7,, '// ..,..-:.,ft- .2, 1` >•, ._ .. - II- ''':-/,'1- ...--7' . cr*k l ., — • ' \ .1": 1% l ill 1 ...• .... .... ..•••LEJ , . . 1 4 1 .„--- 7211 • 1.1 A .."••1 0 III I— —• ••,. 1"1.-4•1 L',C1 na• ./.\ . L. PAGE 7 OF 7 PAGES AGENDA ITEM NO.6.A CITY COUNCIL AGENDA JANUARY 16, 2024 ITEM/SUBJECT: Resolution authorizing the purchase of a Washer Compactor for the Northside Wastewater Treatment Plant, from Vision Equipment, L.L.C., in the amount of $90,850.00. INITIATING DEPT: Public Works and Finance/Purchasing STRATEGIC GOAL: Provide Quality Infrastructure STRATEGIC OBJECTIVE: Upgrade or Replace Outdated Public Facilites COMMENTARY: The City of Wichita Falls Northside Wastewater Treatment Plant is equipped with a bar screen as one of its standard treatment processes. The bar screen is a mechanical filter that removes large, solid objects, such as rags, metal, plastic and paper wastes from the wastewater stream. These large solids create damage and unnecessary wear and tear on the downstream treatment processes/equipment in the wastewater plant and present potential interferences in the treatment processes. In 2019, a new bar screen was installed at the Northside Wastewater Treatment plant. The screenings from the bar screen are currently deposited in a wheelbarrow that has to be manually transferred to a trash bag. Because the screenings are not washed or compacted, this creates a large volume of septic waste that has to be dealt with by hand and will not pass the paint filter test for transport to the landfill. The Resource Recovery Division has been cited in recent inspections regarding the liquid coming off the bar screens as a violation of the plants stormwater permit. The compacting of the screenings will reduce liquid leaving the bar screen area, the screenings volume sent to the landfill by up to 80% and the weight by up to 60%. This will provide a safer, regulatory complaint benefit to the treatment and disposal of waste at the Northside Wastewater Treatment Plant. Staff received a quote from Vision Equipment, the vendor of Duperon Corporation equipment, in the amount of$90,850.00 to provide the equipment and labor for installation of the Washer Compactor. The purchase of the Washer Compactor is budgeted in Resource Recovery's operating budget for $100,000.00. Duperon Corporation is the manufacturer of the bar screening equipment at the Northside Wastewater Treatment Plant and also the Washer Compactor unit. These two pieces of equipment must flange up, or fit together, for operations, and therefore the City must purchase this equipment from the sole source provider Vision Equipment. Staff recommends award of the purchase of a Washer Compactor to Vision Equipment. PAGE 1 OF 7 PAGES AGENDA ITEM NO.6.B ® Director, Public Works ASSOCIATED INFORMATION: Resolution ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 2 OF 7 PAGES AGENDA ITEM NO.6.B Resolution No. Resolution authorizing the purchase of a Washer Compactor for the Northside Wastewater Treatment Plant, from Vision Equipment, L.L.C. in the amount of $90,850.00 WHEREAS, one of the City of Wichita Falls' Strategic Goals is to Provide Adequate Infrastructure; and, WHEREAS, the City desires to continue to have reliable treatment systems to properly treat waste streams within the Wastewater Treatment Plants; and, WHEREAS, the City desires to continue to protect its employees and the environment from this waste; and, WHEREAS, it is in the best interest of the City of Wichita Falls to sole source the purchase of the equipment and labor from Vision Equipment. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: City staff is authorized to execute all documents necessary to purchase a Washer Compactor for the Northside Wastewater Treatment Plant from Vision Equipment, L.L.C. in the amount of $90,850.00. PASSED AND APPROVED this the 16th day of January, 2024. MAYOR ATTEST: City Clerk PAGE 3 OF 7 PAGES AGENDA ITEM NO.6.B :P d; DUPERON. iiir Oct 25, 2023 Subject: Duperon Products, Parts and Service for Texas To Whom It May Concern, The intent of this letter is to confirm that Duperon Corporation® and its representative agency, Vision Equipment are the sole source for Duperon® branded equipment, service parts and associated accessories for the entire states of Texas and Oklahoma. These products and parts are patented by Duperon Corporation and are not made under license or other arrangement by any other manufacturer. If you have any further questions or concerns, please do not hesitate to contact us at 800.383.8479 Best regards, Mark Hickok Regional Manager (989)412- 0289 cc: Ron Clor: rclor@duperon.com PAGE 4 OF 7 PAGES AGENDA ITEM NO.6.B City 434 Wichita Falls, TX — North Side WNTP Proposal #1 DI S4R3 —O�ullllerori Kosher Compactor 00 Vo • lilt Equipmerit TEXAS di NEW ridExico 0 OKL,A110MA Provided By: '16-forr Equipment Jodie Marbut F esen red To: Bi0 Thornton tii, ,t, I_ • . • i , I 4 . "' I lI" r r Technologies for Muni ill o.i Mrd i hia I Wm 5tewrrikr Tremtnefit 1 Wrier Trenirerni Membrane: • Clx ideli•,n Efida`Sy rie ris • IiiliVAILI Ill illixikdrlirtrr i Herd'°a is(Airs'Streenniq a Fine Billie 4eiaii°°e • SI! i Healriha ks Fine&31ennici a GMur:a Bibbee 4 iaii,a • MR i Indexed 1rnT Be.Grwlmq ■ Lorin°,e Aeiat:.n ■ r'aimed wins i l.rtex De•Giq'ie«q . Rerroviske Aereipn Iidre Hilirrq Taink i Sepiene Ieseiriq Siuli.ns a CaridrtsUPI Mirk E,unrerssens Fierotiri i Inline Grinding • ES°°s°dik Thidieeinir • Digester iruers ▪ iamb°°le Gru:err a gy°°s°°lsis Deereneri q • Tricking Fliers i Crii classifiers ■ FF. III°srers • TS Mini Filters ▪ Clarifier r • Trnbu Ffl°.rers ■ linsierkosperws Snersres M L TELLS SEPrrrMITTELLS COWIE CM1511Te3FS AVM TEEM raniaoer& frvlrJ Eir""31L Fier him EYrri.r;i..I' . f undill Euirrilid Pall Mir lAll Mb Milo chiqam dhi mibolb ==KM'ZED r=—==- L`7•1417 lrre 4=n Fdhiin VISION ergrlie®er 1311.11 iiiiLT TELLS wen.MUM 'EMS H we,.trill R5i7 IDIuIiaAn b ilri'.iii I.1 rx 1-..0.,4.=ii t I11I0 4.i rob Vika'i'Wii.d1 • .t Piiliii iilYS IS�c rilirii°iN fFYaiii �',ei.u.. r :d L71h°Ci.a�ar r:,r neWli.iiiiiiicinoriLeiprnorst bil PAGE 5 OF 7 PAGES AGENDA ITEM NO.6.B is n uip en L I XAS 4R mt"l r l►1y11JI(IP1t. December 5. 2 I2 El!Thornton CIt r of 1 MFta falls Wastewater TreatT Ell Plan: 1 E15 Rver 190a17 WIchila Falls,TX TE3DE Reference: Fadf fl Dl tl"SHE V V TP -GLderon Washer C a+r•ar'r Proposal Ni41,5dR3 Eli, -Marl you for consklerIng this propasal from Iskr1 Equrpnreri and iluperon roc t ie Duper.n Washer Compactor. This lechnobgy Is Me most roOusi Waeheslccwrnpactor In tile 1.mP . It's Internal cornpatiton zone and sival auger system avows unique and customizable de'bns piping op tons without Me risk ar olugglrg. This will provide hrrmge cxrsi savings for haul off due to lighter weight debits and no need for minim hauling. SUMMARY: Equipment(see attached de rlp rnbreakd. ): • Duren:on Washer C rr pactar-Model LFWC • Main Contra Pangs- 1)LFwc • On Site Technical As iarice • Freight Equipment Inst atoan IrrstaIlatIon at DuGervn Washer Compactor,including conneclIng to existing electrical panel ar ihE Duperon LowFlorw Screen 5 5,13,5h.0D TOTAL.PRICBNG $5L,85O.10 Please Iel fn'e anal;aria have any questions or concerns. We remain al yours.erolce, Jodie Malty/ VIslmn Equipment-Weatherford Note: ThIE proposal is grid tar 30 days. unnu•C 1M111.TUSIE IDiIIIIflrdTTIMM MIMSCMErlTroas 1IIL71rIRTENS tf.:.CIPL ti RIM J er-I Cirr rrIL F*,rahm 3cga•Wit b..1 N•evr•. Irra. ter}•gym• =KW.IQ, L 1 -2.1 it C,f1177113= I1I i IMMINENT 11:111FIPMEMIMIN grernrcas Term -Il.al%Y.L Vrrll:h IW k•Aida Iu LL Mammay' WM& mi l .rti CADY A Y M-16771J y t WOW AM n %VAL irk,lonequiprrientr41 PAGE 6 OF 7 PAGES AGENDA ITEM NO.6.B w 110 +P N``tt'yYsMgi • b r 0 !n ; �x d M � _, .�.. " ww „ , • 40441bilhh. j ,...." PAGE 7 OF 7 PAGES AGENDA ITEM NO.6.B MINUTES PLANNING &ZONING COMMISSION October 11, 2023 PRESENT: Blake Haney •Member David Cook •Chairman Michael Grassi •Member Doug McCulloch •Member Matt Marrs •Member Noros Martin •Member Paul Mason •Alternate No.2 Mark McBurnett •SAFB Liaison Wayne Pharries •Member Jeremy Woodward •Vice-Chair James McKechnie, Deputy City Attorney •City Staff Terry Floyd, Development Services Director •City Staff Fabian Medellin, Planning Manager •City Staff Christal Cates, Senior Executive Asst. •City Staff Cedric Hu, Planning Technician •City Staff ABSENT: Cayce Wendeborn •Member Steve Wood •Alternate No.1 Councilor Bobby Whiteley •Council Liaison I. CALL TO ORDER The meeting was called to order by Chairman, Mr. David Cook, at 2:00 p.m. Chairman Cook proceeded to make the following comments: III. PUBLIC COMMENTS Chairman Cook asked if there were any comments from the public. With no response, Mr. Cook closed public comments. IV. APPROVAL OF MINUTES Mr. Matt Marrs made a motion to adopt the September 13, 2023, minutes. Mr. Paul Mason seconded the motion. The motion was passed unanimously, 9-0 VII. REGULAR AGENDA 1. Case C 23-16 —3411 McNiel Avenue: PAGE 1 of 3 AGENDA ITEM NO.7.a Planning and Zoning 2 October 11, 2023 Consider taking action on a conditional use at 3411 McNiel Avenue to allow for a 15 1/2 foot addition to an existing communications tower in a General Commercial (GC) district. Mr. Matt Marrs made a motion to approve the case. Mr. Wayne Pharries seconded the motion. Mr. Cedric Hu presented the case and stated, the applicant, Haley Peck, with Crown Castle Group had filed an application to request the addition of 15'A foot extension to an existing communications tower. Mr. Hu advised the subject property was located southeast of the McNiel Avenue and Kell Boulevard intersection in a shopping center owned by Skyline Development, surrounded primarily by major commercial and retail uses, behind Planet Fitness and Conn's Furniture store. The site plan displayed showed the existing 95 1/2 foot tower surrounded by a 60ft. X 60ft. fenced area with drive to access the property. The tower measures 650ft. away from Kell Boulevard and McNiel Avenue and 400ft. away from Midwestern Parkway. Mr. Hu stated the tower addition qualifies under 6409 of the FCC law. Mr. Hu stated the subject property is located in the middle of a General Commercial (GC) zoning district with retail and office uses. Staff notified 20 property owners within 200ft. of the subject property and received a total of 3 responses, all in favor of this petition. It is noted all three responses were from Skyline Development, the owners of the property. Mr. Hu stated staff recommended approval of this request for a 15 1/2 ft. addition to a 95 ft. 6 in. communication tower at 3411 McNiel Ave. with the following conditions: 1. Obtain all necessary permits and licenses in accordance with city ordinances or adopted building codes. Chairman Cook asked if the applicant was present and wish to make a presentation. The applicant was not present. Chairman Cook asked if there were any comments from the public.With no comments, Mr. Cook asked the Commission if they had any comments or questions. Chairman Cook called for a vote. The proposal passed unanimously with a vote of 9-0 VIII. ADJOURN Chairman Cook adjourned the meeting at 2:07 pm. #4111V /4113/2-5 Davi aok rman Date PAGE 2 of 3 AGENDA ITEM NO.7.a - 13 - Terry FI y¢Diphdor of ment Services Date k• PAGE 3 of 3 AGENDA ITEM NO.7.a MINUTES LAKE WICHITA REVITALIZATION COMMITTEE December 12, 2023 PRESENT: David Coleman, Chair ■ Members Steve Gamer, Vice Chair Mike Battaglino, City Council Rep Matt Marrs Austin Cobb John Pezzano Sharon Roach Blake Jurecek, Asst City Manager ■Staff Wes Dutter, TP&W • Guests ABSENT: Alison Sanders. Alicia Castillo, Adam Arruda, Rick Hernandez 1. Call to Order: David called the meeting to order at 1:03 and stated that Mike Battaglino was elected to City Council District 4, and is now our City Council Representative on the Committee. Also, Kari Shaw resigned from the Committee due to work commitments. This leaves us with two vacancies: The Park Board Representative and a Resident of Wichita Falls Representative. 2. Approval of Minutes: October meeting minutes were approved unanimously. 3. Project Updates: 3.a. Veteran's Plaza Project Regarding the marker to honor Thomas W Fowler, David stated that he wrote a check to Marrs Patriot Construction for$4,200 for construction of the marker. The location was approved, between the start of the walkway and the sidewalk leading down to the Circle Trail. However, Terry Points requested that area be filled with a concrete slab to make grounds maintenance easier, and an additional cost of up to$500 was approved, if necessary. David mentioned the parking lot repaving project is well underway, and the contractor is trying to finish by the end of December, but that's not looking very likely. 3.b. Lake Deepening: David provided copies of the letter signed by Mayor Short to the USAGE that starts the process for the USAGE to add the Lake Wichita project to their workload, and when funds are available, they will pay up to $50,000 for a study to formalize the Federal Interest Determination (FID). If the FID is positive, the next stage will be the USAGE will determine the cost to complete a Feasibility Study and Cost Share Agreement. This phase could require a local cost share, depending on the complexity of the Study, so December 12, 2023 PAGE 1 of 2 AGENDA ITEM NO.7.b another City Council decision would be required before proceeding to this stage. At this point, many details of project costs and cost shares would be known. Steve asked whether a project is feasible to excavate portions of Pelican's Point, and build it up in the middle to make the area an attraction. David will check the maps to see if this area is classified as Wetlands. 3.c. Parks Master Plan: Blake stated that the City's contract for a Parks Master Plan was awarded to Half&Associates, and they have started their fact finding stage, but the LWRC will be able to provide input to the consultant in the near future. 4. Discussion of Brick Sales and Fundraising Initiatives: David stated we now have 22 engraving orders, and these have been sent to Austin Stone&Monument, but we must wait for the parking lot repaving to complete before doing the engraving work. Revenue from these orders is$3,800 and the engraving cost will be approximately half of this amount. David stated that he is now a Signer on the Wells Fargo checking account, and he successfully transferred the PayPal account balance of$23,768.85 to the WF Account. This makes the WF account balance$30,979.00 with pending obligations of$4,200 to MPC and $3,877.50 to the City of Lakeside City for the boat ramp dredging. We also have a balance of approximately $6,000 in the City of Wichita Falls account, left over from construction of the Veterans Plaza, and Blake said he would find out the exact amount. 5. Consideration of new member applications: The group reviewed the two applications we have received, and voted to recommend one of them to City Council. However, City Council will not consider our Board appointments until January 16, so more discussion on this matter will take place at the LWRC meeting on January 9t when more is known regarding membership of the Park Board. 6. Nomination and Election of Officers: The following Officers were nominated and unanimously selected: a. Chair: Austin Cobb b. Vice Chair: Steve Gamer c. Secretary/Treasurer: David Coleman 7. Other Business Matters: The group unanimously agreed to change the meeting time to 11:30, remaining on the second Tuesdays. Mike Battaglino announced he will hold a District 4 Town Hall at the American Legion Post 169 on Monday, 22 January at 5:00 pm. 8. Adjournment: The meeting adjourned at 1:40 pm. Au tin Cobb, Chair Date December 12, 2023 PAGE 2 of 2 AGENDA ITEM NO.7.b CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Ordinance amending the City Code of Ordinances, Appendix A — Subdivision and Development Regulations, to amend platting requirements and formally adopt a Pavement Design Manual to comply with regulations as set forth in Texas House Bill 3699. INITIATING DEPT: Development Services STRATEGIC GOAL: Efficiently Deliver City Services STRATEGIC OBJECTIVE: Practice Effective Governance BACKGROUND: Timeline: • June 2023 — Texas House Bill 3699 (HB 3699) Passed by Texas Legislature and Signed by Governor Greg Abbott. • December 8, 2023 — Staff and the Development Stakeholders Meet to Discuss Required Changes to the City's Subdivision Regulations to Achieve Compliance with HB 3699. • December 13, 2023 — Planning and Zoning Commission Meets to Consider a Recommendation to the City Council for the Proposed Subdivision Ordinance Revision and Formal Adoption of a Pavement Design Manual to Comply with HB 3699. Commission moves to postpone recommendation to allow for additional time for review. • January 10, 2024 - Planning and Zoning Commission Convenes and Makes a Recommendation to approve. • January 16, 2024 — City Council Consideration of Ordinance to Amend the City's Subdivision and Development Regulations and Formal Adoption of a Pavement Design Manual to Comply with HB 3699. Summary: In June 2023, Texas House Bill 3699 (HB 3699) was signed into law by Governor Greg Abbott. This new State law was passed in an effort to further clarify previously passed State legislation and add additional responsibilities for local governing bodies (i.e. City Councils/Planning Commissions) in the area of platting and land subdivision regulations. In an effort to comply with the recent changes, staff began work to make the necessary revisions to achieve compliance with the new law and bring them forward for Council consideration. Below is a summary of the major changes that the City will now need to adhere to per HB 3699 along with the City's current compliance status: PAGE 1 OF 133 PAGES AGENDA ITEM NO.8.A • Clarification of 30-day approval (i.e. "plat shot clock") requirement only applies to a governing body's plat review and decision. The 30-day review/approval window no longer applies to timelines for construction plan, site plan or other plan reviews associated with subdivision of land and/or its development. - The City currently processes plats in 30 days if all the requirements for plat compliance are met. This includes all needed reviews of the plat items for Planning Commission approval. • A plat checklist outlining all of the platting requirements is required to be published on a City's webpage by January 1, 2024. - The City has had a plat checklist published for a number of months and is already following this requirement of the legislation. • Cities may not require analyses, studies documents, agreements or similar items as part of a plat application. - The proposed Ordinance revision, as outlined later in this staff report and its subsequent attachments, now requires those plans be approved and constructed or include a surety for the amount of the work to be done by the developer prior to a plat application being formally filed with the City. The proposed Ordinance revision also includes Council adoption a Pavement Design Manual and references the previously adopted the Stormwater Design Manual in in August 2011. • Minor changes to when plats are required in instances where no public improvements or dedication of land is required. - The City's current subdivision regulations are in compliance with this requirement. • Cities may not require dedication of right-of-way for a future street or alley in a subdivision that is not: 1) intended by the owner; 2) not included, funded and approved in a City/County capital plan or capital project. - As part of the Fiscal Year 2024 Capital Budget adoption, the City adopted the City's Thoroughfare Plan that includes planned future roadway projects by reference to achieve compliance with this requirement. No additional changes are needed. • Cities are allowed to have a submittal calendar that defines dates for plat submittal. PAGE 2 OF 133 PAGES AGENDA ITEM NO.8.A - The City has had a plat calendar for a number of years and in compliance with HB 3699. • Multiple 30-day plat deadline extensions as agreed upon by the developer and City are allowed. Previous legislation allowed for one extension, but now multiple extensions are allowed. - Staff welcomes this change to allow further partnerships and flexibility in timelines with developers, engineers and surveyors. Extensions are currently granted as requested by plat applicants (i.e. plat applicants). No additional revisions are needed for compliance. • City Council and Planning Commissions can delegate complete plat approvals to staff if they desire. - Although some cities are exploring this option, at this time staff is not recommending exploring this option. Plat approval will continue as it currently conducted. The City's current approval process is still compliant with HB 3699. Summary of Proposed Subdivision Regulation Amendments for HB 3699 Compliance: As outlined above, the City is already in compliance and/or currently has policies in place that comply with many of the new requirements as set forth in HB 3699. In an effort to achieve compliance with the remaining applicable requirements, the following amendments to the Subdivision Regulations are being proposed for Council consideration: 1. The formal adoption of a Pavement Design Manual as required by HB 3699. There is no change being proposed in the current construction standards for public roads/streets (i.e. thickness, construction requirements, etc.) included in the manual. These standards have been in place for a number of years and available individually online, but have never been collected into one document (i.e. a manual) and formally adopted by Council. Once adopted, the manual will be made available on the City webpage. 2. Minor wording changes to correct the title for the Director of Development Services and other minor wording corrections found upon staff's detailed review. 3. A change to the City's current process in the approval of infrastructure improvement plans (i.e. drainage, streets, sewer and water plans) to require that those plans are approved and the improvements are either: 1) installed (i.e. constructed); or 2) have a surety for their construction amount in place prior to the plat application being filed with the City. Although most developments currently follow the process as outlined above for their final plat applications, there are PAGE 3 OF 133 PAGES AGENDA ITEM NO.8.A exceptions. In some instances, the construction work is being finalized or a surety is being obtained for the amount of the proposed work during the 30-day application review period by staff and prior to the Planning and Zoning Commission meeting. Before HB 3699 was passed, staff could recommend the Planning Commission pull the plat from the agenda to consider at a future meeting if this situation were to arise. To comply with requirements as set forth in HB 3699, the proposed amendments now require that public infrastructure improvement plans are approved and the construction is completed or a surety has been accepted by the City prior to a plat application being filed with the City. In recent discussions with our local development community (including local surveyors and engineers), staff outlined the required revisions as a result of HB 3699 and how staff proposed remain in compliance with State laws. The staff also held discussions with the Development Stakeholders Group on December 8th and answered questions about the proposed amendment. At the December 13, 2023, meeting, some Commission members had expressed concerns regarding the wording of the proposed Ordinance related to how future changes would be made to the Pavement Design Manual and Stormwater Design Manual. Based on feedback that was received from the Commissioners at the meeting and comments from development community members, staff added wording to the attached proposed ordinance to clarify that any future amendments (i.e. changes) made to these manuals will be considered/approved by the City Council through ordinance amendments. That wording was presented to the Commission at the January 10, 2024, meeting and is included in the attached Ordinance amendment. RECOMMENDATION: The Planning Commission made a formal recommendation to approve the amendments at their January 10, 2024, meeting. The Commission also requested that meetings be held to discuss future amendments to the subdivision ordinance within the next 180 days. Staff is also recommending approval of the proposed amendments to the Subdivision Ordinance to achieve compliance with HB 3699. ® Director of Development Services ® Assistant City Manager ® Director of Public Works ASSOCIATED INFORMATION: Ordinance ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 4 OF 133 PAGES AGENDA ITEM NO.8.A Ordinance No. Ordinance amending the City Code of Ordinances, Appendix A — Subdivision and Development Regulations, to amend platting requirements and formally adopt a Pavement Design Manual to comply with regulations as set forth in Texas House Bill 3699. WHEREAS, in June 2023, Governor Greg Abbott signed House Bill 3699 related to changes in regulation of the subdivision of land (i.e. platting) and associated requirements for municipalities and/or other entities that govern platting requirements; and, WHEREAS, after receiving and reviewing the City of Code of Ordinances, Appendix A — Subdivision and Development Regulation, staff is recommending the changes as proposed to achieve compliance with House Bill 3699; and, WHEREAS, the City Council finds that the changes outlined herein will achieve compliance with these new regulations. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: 1. The following ordinance amendments to the City Code of Ordinances, Appendix A — Subdivision and Development Regulations - as attached herein in Exhibit 1 are adopted. 2. The City formally adopts the herein attached Pavement Design Manual — Exhibit 2. Any revisions to the design standards as set forth in the Pavement Design Manual will hereby be amended by the City Council through future ordinance amendments. 3. Further recognizes the previous adoption and codification of the Stormwater Drainage Manual as per Ordinance no. 39-2011, adopted on August 2, 2011 - Exhibit 3. Any revisions to the design standards as set forth in the Stormwater Drainage Manual will hereby be amended by the City Council through future ordinance amendments. 4. This ordinance shall take effect 30 days after its passage. PASSED AND APPROVED this 16th day of January 2024. MAYOR PAGE 5 OF 133 PAGES AGENDA ITEM NO.8.A ATTEST: City Clerk PAGE 6 OF 133 PAGES AGENDA ITEM NO.8.A Exhibit 1 The following Code does not display images or complicated formatting. Codes should be viewed online. This tool is only meant for editing. Appendix A Subdivision and Development Regulations Editor's note-Printed herein are the subdivision and development regulations of the city, as adopted by Ordinance Number 30-2003 on April 1, 2003. Ordinance Number 30-2003 repealed the former appendix A which pertained to the comprehensive subdivision ordinance of the city and derived from Ord. No. 2118, adopted September 28, 1964; Ordinance 2308, sec. 1, adopted March 2, 1967; Ordinance 2386, secs. 1-3, adopted Jan. 22, 1968; Ordinance 2485, sec. 1, adopted Feb. 18, 1969; Ordinance 2506, secs. 1-3, adopted June 17, 1969; Ordinance 2516, secs. 1-4, adopted July 15, 1969; Ordinance 2522, sec. 1, adopted Aug. 19, 1969; Ordinance 2572, sec. 1, adopted Feb. 17, 1970; Ordinance 2589, secs. 1-4, adopted May 19, 1970; Ordinance 2745, adopted Nov. 7, 1972; Ordinance 2752, sec. 2, adopted Nov. 7, 1972; Ordinance 2767, secs. 1-4, adopted Feb. 20, 1973; Ordinance 3197, secs. 1, 2, adopted June 7, 1977; Ordinance 3190, adopted June 16, 1977; Ordinance 3339, adopted July 12, 1978; Ordinance 3380, secs. 1, 2, adopted Oct. 3, 1978; Ordinance 3448, secs. 1-4, adopted April 3, 1979; Ordinance 3535, adopted Sept. 4, 1979; Ordinance 3578, secs. 1, 2, adopted Dec. 4, 1979; Ordinance 3579, adopted Dec. 4, 1979; Ordinance 3693, secs. 1-5, adopted July 1, 1980; Ordinance 3738, secs. 1, 2, adopted Oct. 7, 1980; Ordinance 69-84, adopted June 5, 1984; Ordinance 77- 84, adopted July 3, 1984; Ordinance 110-84, adopted Sept. 18, 1984; Ordinance 137-84, adopted Nov. 20, 1984; Ordinance 52-85, sec. 1, adopted May 21, 1985; Ordinance 64-85, secs. 1-3, adopted June 18, 1985; Ordinance 104-86, sec. 2, adopted Dec. 16, 1986; Ordinance 44-87, secs. 1, 2, adopted May 5, 1987; Ordinance 85-87, sec. 3, adopted Sept. 1, 1987; Ordinance 91-87, adopted Sept. 15, 1987; Ordinance 85-89, secs. 1-3, adopted Nov. 21, 1989; Ordinance 134-93, adopted Dec. 5, 1993; Ordinance 113-97, adopted Nov. 4, 1997; and Ord. No. 58-99, sec. 1, adopted July 6, 1999. Amendments to Ordinance Number 30-2003 are indicated by parenthetical history notes following amended provisions. The absence of a history note indicates that the provision remains unchanged from the Ordinance Number 30-2003. Obvious misspellings and punctuation errors have been corrected without notation. For stylistic purposes, headings and catchlines have been made uniform and the same system of capitalization, citation to state statutes, and expression of numbers in text as appears in the Code of Ordinances has been used. Additions made for clarity are indicated by brackets. § 1 Authority, purpose and extraterritorial application. A. The purpose of this ordinance is to provide for the orderly, safe and healthful development of the area within the city and within the extraterritorial jurisdiction of the city and to promote the health, safety, morals and general welfare of the community. B. This ordinance shall apply inside the corporate city limits and within two levels within the extraterritorial jurisdiction. Level one shall be along corridors and areas identified on a map approved by the city council, made a part of this ordinance and referred to herein by reference, as the areas most likely to experience growth in the nearest future. PAGE 7 OF 133 PAGES AGENDA ITEM NO.8.A Level two—Development Authority shall be within the remaining areas of the extraterritorial jurisdiction. C. The limits of level one and level two will be subordinate to any past or future agreements between jurisdictions that define or redefine the boundaries of the extraterritorial jurisdiction and that would affect the boundar[ies] of level one or level two. D. The boundaries describing the limits of levels one and two are subject to periodic review and may be adjusted by the city council. E. Should a development or improvement be partially within either levels of development, the most restrictive standards shall apply to the entire development or improvement. F. Inside the city limits and within levels one and two, there shall under all situations be a plat filed with the city if located within the certificate of convenience and necessity (CCN) area, and/or where there exist a contract between outside water providers and the city. Such plat shall be provided to the Planning Division in conformance with requirements therein and herein as applicable. § 2 Definitions. For the purpose of this ordinance, the following terms, phrases, words and their derivations shall have the meanings ascribed to them in this section. Alley. An "alley" is a minor public right-of-way, which is used primarily for vehicular service access to the back or sides of properties otherwise abutting on a public street. Applicant. An "applicant" is any person or any agent thereof establishing a lot of record or proposing to divide land so as to constitute a subdivision as that term is defined herein. In any event, the term "applicant" shall be restricted to include only the owner, equitable owner or authorized agent of such owner or equitable owner of land sought to be subdivided. Block. A"block" shall be the property fronting on a street between street intersections or 1,200 feet, whichever is less. Where a street intersects only one side of a block, that side of the street shall be calculated in determining the block regardless of an intervening street. Board of adjustment. The "board of adjustment" is the board of adjustment of the City of Wichita Falls, Texas, pursuant to Chapter 211 of the Texas Local Government Code. Border lines. "Border lines" are water or sewer lines that abut one or more sides of a subdivision, but which serve other land as well as the land in such subdivision. Building setback line. PAGE 8 OF 133 PAGES AGENDA ITEM NO.8.A The "building setback line" is the line within a property defining the minimum horizontal distance between a building or structure and the property line. City. Unless otherwise stated herein, "City" shall be city departments, and boards and commissions having purview over these regulations as applicable. "City" may also refer to the area contained within the boundary limits of the City of Wichita Falls. Commission. The "Commission" is the Planning and Zoning Commission. Comprehensive plan. The "comprehensive plan" is a plan of the city, adopted by the city council and as may be amended from time to time, that may include details related to growth, development, and city resources. Cul-de-sac. A "cul-de-sac" is a minor street having but one vehicular access to another street and terminated by a vehicular turnaround. Dead-end street. A "dead-end street" is a street, other than a cul-de-sac, with only one outlet. Development or developed. The term "developed" or "development" shall refer to those situations where water, sewer, streets or other utility, including stormwater provisions, are installed according to standards under this regulation or as may be required. Easement. An "easement" is an interest in land recorded for record that may be granted to a public, quasi public or private entity for installing and maintaining utilities, across, over or under private land together with the right to enter thereon, with machinery and other vehicles necessary for the maintenance of said utilities and that may include areas designated for access to an easement where a utility is located. An easement shall also include those areas reserved for other use that may include ingress and egress, drainage and other such utility. Engineer. An "engineer" is a person duly authorized under the provisions of the Texas Engineering Registration Act, as heretofore or hereafter amended, to practice the profession of engineering. Extraterritorial jurisdiction. Area outside of a city as defined by Texas Local Government Code ch. 42. Governmental unit. A "governmental unit" shall be the city, county, state or federal government, or other political subdivision of the state authorized to accept dedications for streets, easements and/or utilities. PAGE 9 OF 133 PAGES AGENDA ITEM NO.8.A He. Use of the term "he" shall not be construed as gender specific. Improvement(s). An "improvement" shall be the construction of any structure or site element above the natural grade or additions to or modifications of any such structure or site element. This provision shall also include parking lots. Level of development. "Level of development" shall refer to levels one and two as defined herein. Level one and level two. "Level one and level two" shall refer to the application of standards within areas defined on a map, approved by the city council, and by reference made a part of this ordinance. Lot. A "lot" is an undivided tract or parcel of land which is, or in the future may be, offered for sale, conveyance, transfer or improvement; which is designated as a distinct and separate tract, and which is identified by a tract, lot number, or symbol in a duly approved subdivision plat which has been approved by the Commission and properly filed for record. All lots shall provide dedicated access to a public street sufficient for the projected traffic generated by the proposed development, with the exception of lots for single and/or two family residential development which shall have frontage on a public street. Lot of record. A "lot of record" is a tract of land legally recorded as a plat with the land records of the county. Master plan. A"Master plan" is a comprehensive concept plan to show the development of domestic water, sanitary sewer utilities, and storm water drainage within a proposed subdivision. The applicant's master plan shall have documentation to describe the methodology intended to be used along with the preliminary plans with sufficient analyses to verify that the requirements of the city ordinances can be addressed. On-site lines. "On-site lines" are water or sewer lines within a subdivision, or water or sewer lines abutting one or more sides of a subdivision that serve only land in such subdivision. Pavement width. The "pavement width" is the portion of a street available for vehicular traffic; where curbs are laid, it is the portion between the faces of curbs. Person. A "person" is an individual, association, firm or corporation. Plat. A "plat" shall refer to both preliminary and final plats and shall be determined by the section in which it appears. PAGE 10 OF 133 PAGES AGENDA ITEM NO.8.A Plat, final. A "final plat" is a plat prepared by a licensed surveyor or registered engineer, bearing the same requirements as a preliminary plat, in the absence of a preliminary plat, and/or in accordance with requirements herein, which is duly acknowledged by the owners, proprietors and those that have interest in the land, or by some duly authorized agent of such owners, proprietors and interest, in the manner required for the acknowledgment of deeds or as required herein and which is to be filed for record in the office of the county clerk of the county or counties in which the land lies. Plat, minor. "Minor plat" is a final plat of four or fewer lots, and not requiring the creation of any new street, or the extension of municipal facilities. Plat, preliminary. A "preliminary plat" is a tentative drawing made by a licensed surveyor or registered engineer for inspection purposes only, showing the entire tract of land sought to be subdivided, accurately describing all of said subdivision or addition by metes and bounds, locating the same with respect to an original corner of the original survey of which it is a part and giving dimensions thereof of said subdivision or addition, and dimensions of all streets, alleys, squares, parks or other portions of same intended to be dedicated to public use, or for the use of purchasers or owners of lots fronting thereon or adjacent thereto. Public improvements. A public improvement is any water system, sewer system, or drainage system intended to be used by the public, and excepted by the Public Works Department. Public right-of-way. A "public right-of-way" is a strip of land used, or intended to be used, wholly or in part, as a public street, alley, walkway or drainage way. Residence. A building intended to be or is occupied as the dwelling place of one or more persons in which the use and management of sleeping quarters and all appliances for cooking, ventilating, heating, or lighting are under one control, and which shall include one- and two-family dwellings, apartment houses, boardinghouses and mobile/manufactured homes. Shall, may. The word "shall" is always mandatory. The word "may" is discretionary. Streets. A "street" is a public right-of-way or private access which provides vehicular access to adjacent land, whether designated as a street, highway, thoroughfare, parkway, throughway, avenue, lane, boulevard, road, place, drive, expressway, freeway, or however otherwise designated where such designation or classification may be shown on the most recent thoroughfare plan. (1) An "arterial street" is one used primarily to provide circulation to various sections of the city. PAGE 11 OF 133 PAGES AGENDA ITEM NO.8.A (2) A "collector street" is one used primarily to provide circulation within the neighborhood, to carry traffic from minor streets to arterial streets or to carry traffic through or adjacent to commercial, industrial or high population density areas such as large apartment developments. (3) A "marginal access street" is a minor street which is parallel and adjacent to an arterial street and which is used primarily to provide access to abutting properties and protection from through traffic. (4) A local street is primarily to provide access for residential or commercial traffic. The street use discourages through-traffic where such traffic does not have origin or destination within respective residential or commercial areas. a. A "Local residential street" is a public road used primarily for access to abutting residential property. b. A "Local commercial street" is a public road used primarily for access to abutting non- residential property. Subdivision. A "subdivision" is the division of any tract of land into two or more parts. Subdivision includes resubdivision. For the purpose of this ordinance, a single lot plat shall be considered a subdivision. Surveyor. A "surveyor" is a person duly authorized under the provisions of the Texas Registered Public Surveyors Act, as heretofore or hereafter amended, to practice the profession of public surveying. Tank battery. A "tank battery" shall generally consist of multiple tanks used for the containment or storage of fuels or fuel products or by-products. A single tank may also be considered a tank battery. Thoroughfare plan. The "thoroughfare plan" is intended to address future development by reserving rights- of-way to support development, and shall be a plan adopted by the city council, and may be amended from time to time, that reflects the existing, future or functional classification of all streets, roads and highways indicated therein and the standards associated with right-of-way and paving width. Words not expressly defined herein are to be construed in accordance with customary usage in municipal planning and engineering practices. (Ordinance 20-2018 adopted 5/1/18) —Development I u A Thn, �I�Develo gent plansf shall contain all of the features required fer preliminary plats or as required by the Planning Division and/or Department of Public PAGE 12 OF 133 PAGES AGENDA ITEM NO.8.A Works and it shall be accompanied by the following site improvement plans bearing the seal of an engineer: 1. Sanitary sewers.Detailed engineering plans of the proposed sewer facilities as required by the standard specifications. 2. Water.Detailed engineering plans of the proposed water facilities as required by the Department of Public Works. 3. Storm drainage.If within level one, detailed engineering plans of the proposed storm drainage facilities as required by the Department of Public Works. 4. Streets, curbs and gutters.If within level one, detailed engineering plans of the proposed streets, curbs and gutters as required by the Department of Public Works. [If] within level two detailed engineering plans of the proposed streets as required by the Department of Public Works. Determination of the need for curb and gutter within level two areas shall consider the density of existing development, plans or preliminary plats considered or approved within the last five years, and other such issues. A plat that includes both level one and level two areas shall require the submission of curb and gutter requirements for the entire development, or as required herein. Standards, specifications . 3.1 General- - Standards, specifications and conditions A. Staking for the proposed street construction will be provided by a competent engineer in the employment of the applicant. B. Upon completion of a street, drainage, water and/or sewer improvement as may be required, the respective governmental unit will inspect the finished work and provide the developer with a letter of approval. C. No preliminary or final plat shall be approved by the Commission and no completed site improvements shall be accepted by the respective governmental unit unless they conform to requirements herein. D. No final inspection shall be made or certificate of occupancy issued on a project unless all requirements under this regulation are installed and approved; and as defined by or under the requirements of the building permit and/or approved site plan unless approved or conditionally approved by the director of Development Services. The director of Development Services may require guarantees or commitments that development and/or improvements will occur within a specific time. E. Conformity with the city's master plans. The subdivision shall conform to the city's comprehensive plan, utility master plans, thoroughfare plan, and parks and trails master plans, or their successor documents and the standard specifications, as applicable. PAGE 13 OF 133 PAGES AGENDA ITEM NO.8.A F. Provisions for future subdivisions. If a tract is subdivided into parcels larger than ordinary building lots, such parcels shall be arranged to allow the opening of future streets and logical future subdivisions. G. Reserve strips prohibited. There shall be no reserve strips controlling access to land dedicated or intended to be dedicated to public use. H. Suitable building sites. Every lot must contain a suitable building site unless otherwise required by the city that a lot be identified for reference and legal description where such is open space, easement, or other such situation as required by the Planning Division, Department of Public Works, Department of Parks and Recreation or other administrative department of the city as applicable. I. Suitability of land use. Land shall be suited to the purpose for which it is to be used. J. Level of development requirements. Should a development be within two development levels, the most restrictive standards shall apply. 3.2 Streets. A. General requirements for streets. 1. Street Iayout.Adequate streets shall be provided by the applicant, the arrangement, character, extent, width, grade and location of which shall conform to the most recent thoroughfare plan or as required herein and shall be considered in their relation to existing and planned streets, to topographical conditions, to safety and convenience, and their appropriate relation to the proposed uses of the land to be served by such streets. 2. Relation to adjoining street system. Where necessary to the neighborhood pattern, existing principal streets in adjoining areas shall be continued and shall be at least as wide as such existing streets and in alignment therewith. 3. Projection of streets. Where adjoining areas are not subdivided, the arrangement of streets in the subdivision shall make provision for the proper projection of streets into such unsubdivided areas. Dead-end streets are prohibited. Streets projecting into unsubdivided areas shall be provided with a cul-de-sac in accordance with standards herein. The Department of Public Works may consider and authorize a temporary cul-de-sac. Such temporary cul-de-sac shall be constructed in accordance with city standards and shown on the preliminary and final plat or by separate instrument. The length of a temporary cul-de-sac shall be no longer than allowed herein. The director of public works may approve a waiver of the requirement for a temporary cul-de-sac. 4. Street jogs. Street jogs, with centerline offsets of less than 125 feet shall not be allowed. PAGE 14 OF 133 PAGES AGENDA ITEM NO.8.A 5. Half streets. No new half streets shall be constructed unless approved by the Ddirector of Ppublic Wworks. The Ddirector of Ppublic Wworks may only approve the construction of half streets that are arterial functional classification or are four- lane divided streets. 6. Street intersections. Street intersections shall be as nearly at right angles as practicable, giving due regard to terrain and topography. 7. Cul-de-sacs. Cul-de-sacs shall not exceed 600 feet in length in residential areas and 900 feet in length in commercial and industrial areas and shall have a turn around right-of-way of not less than 100 feet in diameter in residential areas and not less than 200 feet in diameter in commercial and industrial areas unless otherwise allowed herein. The Planning Division, Department of Public Works and Fire Department shall evaluate the length and turn-around for each cul-de-sac by considering emergency access, density of residential, intensity of commercial, topography, sight distance, alternative access and other such issues. The above city departments shall have sole discretion to modify requirements herein in the interest of public health, safety and general welfare of the area and adjacent development and future development. 8. Access to arterial streets prohibited. Unless approved by the Directors of Development Services and Public Works, no residential subdivision shall be platted so that a residence fronts on or has direct access to an arterial street, highway, or highway frontage road. The directors may use the services of the metropolitan planning organization as necessary. 9. Main driveway opening on street. Each residential lot shall have the main driveway to the garage, carport, or off-street parking area opening on a local residential or collector street, except where the subdivision is platted to allow main driveway opening on the alley as provided herein. 10. Streets on thoroughfare plan. Where a subdivision cmbraccs is adjacent to a street, as shown on the most recent thoroughfare plan, such street shall be platted in the location and of the right-of-way width indicated by the thoroughfare plan. Where a subdivision embraces an existing street or road not indicated on the thoroughfare plan, such street shall be platted in the right-of-way width indicated herein. 11. Local residential streets. Local residential streets shall be laid out as to discourage their use by through traffic where such traffic does not have its origin or destination within the residential area. This shall not include proposals or needs to connect adjoining residential subdivisions. 12. New adjacent arterial streets. The applicant shall dedicate right-of-way sufficient in width to meet the requirements of the thoroughfare plan or as required herein. 13. Adjacent existing streets or half streets. Where the proposed subdivision abuts upon an existing dedicated street or half street that does not conform to the thoroughfare PAGE 15 OF 133 PAGES AGENDA ITEM NO.8.A plan or requirements herein, the applicant shall dedicate right-of-way sufficient to make the full right- of-way width conform to the requirements of the most recent thoroughfare plan or as required herein. 14. Single lot subdivision. All required right-of-way dedication shall also apply to plats wherein a parcel is platted or replatted as a single lot and as required herein. 15. Street names. New streets shall be named in accordance with provisions of the Code of Ordinances and approved by the Planning Division. B. Design standards for streets. 1. Street design shall be in accordance to the street standards developed by the Department of Public Works as approved by City Council. 2. Curb and gutter in accordance with city standards shall be required on all streets within level one unless exempted under section 94-100 of this Code. The Department of Public Works shall evaluate and may amend the need for curbs and gutters by evaluating the ownership of the roadway, plans for widening the roadway or other situations that may exist where the installation of curbs and gutters does not serve the public purpose. Curb and gutter may not be required by the Department of Public Works within a level two area. The creation of a multiple-lot subdivision or the creation of a new street may require curbs and gutters. 3. Curbs and gutters shall be installed by the applicant on both sides of all interior streets and on the subdivision side of all streets forming part of the boundary of the subdivision. An exception to boundary street dedication and paving may exist where the other side of the street is developed and/or improved and shall consider alignments and other identifiable factors, under which case there may be required a dedication and paving on one or both sides of the street. Curbs and gutters shall be constructed to city specifications. All streets shall be paved by applicant to city specifications. 4. Curb cut and driveway widths shall be in accordance with Appendix B of the Code of Ordinances. Upon approval by an authorized official of the state Department of Transportation, a 45-foot wide driveway width may be allowed on state-designated highways and frontage roads. 5. Right-of-way and pavement widths shall be in accordance with the following: a. Right-of-way and paving width shall be in accordance with the thoroughfare plan. b. Unless otherwise required or approved by the Department of Public Works, existing or proposed streets or roads within level one and level two areas not addressed in the thoroughfare plan or under other plans, shall be provided meeting city standards. If it is a state road or highway, the right-of-way and paving requirements shall be in accordance with state specifications, or where no standards or requirements exists, the minimum right-of-way requirement shall be the greater of 60 feet or as required by the county. Additional right-of-way and paving width may be required as determined PAGE 16 OF 133 PAGES AGENDA ITEM NO.8.A by long range plans, density or intensity of development, historical traffic conditions and counts, and other appropriate factors. c. The minimum right-of-way width and paving width, if the street is not indicated on the thoroughfare plan, shall be as required on the thoroughfare plan for the type and function of the street proposed unless additional width is required along state or county roads. d. The Planning Division and Department of Public Works shall be responsible for approving the street classification and/or type by considering the type, nature, density or intensity of proposed or future land uses related to or affecting the street. Local streets that serve, propose to serve, or may serve 150 or more dwellings shall be required to be upgraded to a minor collector under standards of the thoroughfare plan. Density calculations for local streets in adjacent or neighboring residentially zoned areas shall be based on 3.5 dwellings units per acre. In evaluating the street classification, consideration shall be given to other access. e. In designing developments, the developer shall comply with the Pavement Design Manual (known in this article as the "manual"), promulgated by the city's Department of Public Works, which shall contain written policies, standards, technical design criteria, procedures, methodology, details and regulations related to determination, design, review, and approval of pavement facilities as necessary to implement and comply with the provisions of this article. The manual shall be the governing document for all design activities related to compliance with this article. Although the intent of this manual is to establish uniform design practices, it neither replaces the need for sound engineering judgment nor precludes the use of information not presented. Other accepted engineering procedures may be used to determine design criteria with prior approval of the Director of Public Works or designee. 3.2 Street Medians. 1. Definitions. a. Medians: a strip of land, whether raised or flush, between the lanes of opposing traffic on a divided street. 2. Generally. a. Raised medians shall not be allowed except when required by the thoroughfare plan or other government agency. b. Any required raised median shall be made of solid material that requires no routine maintenance nor designed to contain vegetation including, but not limited to grass, shrubs, or trees. c. Flush medians shall have the surrounding pavement structure extended across the entire median. The flush median shall be delineated with approved pavement markings. PAGE 17 OF 133 PAGES AGENDA ITEM NO.8.A d. Director of Public Works or designee may approve a variance to the items above where circumstances allow. C. Access management. 1. Curb cuts on state-designated or state-controlled streets, roads or highways shall receive first approval by the state Department of Transportation. Additional approval by the Planning Division and/or Department of Public Works will consider sight visibility in relation to the posted speed of the road, street or highway, topography, roadway design and distance between curb cuts in accordance with accepted standards. 2. The distance between curb cuts on arterial streets and state-owned streets and roads shall be governed by the nature and type of land use, existing or potential for conflicts, speed and condition of the roadway, location and spacing of traffic signals, the ability for alternative access, the intended function of the roadway, and existing land uses. 3. As feasibly possible, marginal access streets or access easements shall be used for all commercial development to allow access to all properties or uses without the need to access these individually from a public street. 4. The city, county and/or state may require the closing or partial closing of any curb cut or drive opening where such creates or has the potential to create a hazardous condition. Should the opening be closed, the property owner shall provide a curb and remove the drive approach. An alternative to the removal of a drive approach may be considered by the installation of an approved barricade, generally only where affected roads or streets carry 300 ADT or less. 5. Chapter 6200, exhibit B of Appendix B, Zoning Ordinance of the Code of Ordinances, shall be considered as a guideline used to calculate the distance requirements between curb cuts and intersections. The Planning Division and Department of Public Works shall have final authority to modify conditions therein in the interest of public safety and as intended herein. 6. Section 102-40, visibility sight triangles, of the Code of Ordinances shall be considered a guide to sight visibility requirements. The Planning Division and Department of Public Works may amend requirements therein in the interest of public safety, and in consideration with the above situations, and may require the installation of acceleration/deceleration lanes, modifications or installation of medians and turning bays, and other situations that will enhance public safety. D. Subdivision access. 1. All residential subdivisions shall have safe and reliable street access for daily use and emergency purposes. a. All preliminary plats showing 80 or more lots must be designed to show a minimum of two means of access to an existing collector or higher classification street as indicated on the Thoroughfare Plan. PAGE 18 OF 133 PAGES AGENDA ITEM NO.8.A b. Upon final platting of 80 or more lots within a proposed subdivision or section of a subdivision, a separate connection/access point providing secondary access to an existing collector or higher classification street must be dedicated, installed, and completed according to the provisions referenced in Appendix D. of the fire code and Section 6.2 of Appendix A - Subdivision and development regulations. 3.3 Easements. A. A developer or property owner may provide or be required to provide utility easements in accordance with the following requirements: 1. Utility easements shall be provided at the front and/or rear of all lots or as required by the Department of Public Works or utility company. 2. Utility easements shall be centered on or adjacent to a common property line of two abutting lots and shall be continuous for the entire length of the block as required by the Department of Public Works or utility company. Unless otherwise permitted by the Director of Public Works, a developer or property owner shall provide utility easements in accordance with the following minimum width standards: • 10 feet when adjacent to a street right-of-way. • 10 feet when occupied by a non-city public utility and not containing or intending to contain city utilities. • 15 feet when occupied by a city utility up to 12 inches in diameter, running between common lot lines with public right of way at end for access and not exceeding [two] lots in length. • 20 feet when occupied by a city utility up to 36 inches in diameter. • 30 feet when occupied by a city utility greater than 36 inches in diameter. • 15 feet when occupied by a city utility when placed at the boundary of a development adjacent to unowned property. This requirement may be reduced to [ten] feet if the developer or property owner is able to secure [ten' feet of utility easement from the adjacent unowned property. • Additionally, if the existing utility is constructed of any material other than PVC or a material approved by the Director of Public Works, the easement shall be an additional five feet wide when a line is buried more than seven feet in depth. The easement shall be an additional ten feet wide when a line is buried more than [12] feet in depth. The easement shall be an additional [151 feet wide when a line is buried more than [201 feet in depth. 3. Utility easements shall be approximately parallel to the frontage of the street or as required by the Department of Public Works or [the] utility company. PAGE 19 OF 133 PAGES AGENDA ITEM NO.8.A 4. No permanent or temporary encroachments shall be located within any easement, except fences may be placed along property lines, driveways and parking lots for ingress and egress, and sidewalks required in the City of Wichita Falls Code of Ordinances. The city may allow permanent or temporary encroachments with an encroachment agreement at the discretion of the Property Management Administrator in agreement with the Director of Development Services and Director of Public Works. 5. Lift stations shall be placed in utility easements, and must provide a five-foot clear space around all sides between the equipment and the fence, as well as a 15-foot access easement with a six-inch thick and 12-foot wide flexible base access road provided from an adjacent street to grant direct access to the pumps. 6. Any pre-existing encroachment that does not have an encroachment agreement shall obtain agreement upon notice by the city or remove said encroachment. B. Maintenance of easements shall be the responsibility of the owner of the land upon which it is located. C. Normal curb and gutter shall be required where utility easements intersect streets. D. Where utility easements are not themselves straight within each block, or if the same do not connect on a straight course with the utility easements of adjoining blocks, then an additional easement shall be provided for the placing of quy wires on lot division lines in order to support poles set on curving or deviating rights-of-way of alleys. E. The property owner shall be required to identify buried, aerial or above-ground pipelines or other buried, aerial or above-ground utility, and if such is not within an easement recorded for record shall contact the utility owner and dedicate or have dedicated such an easement and recorded and filed on a plat or separate instrument as required by the governmental unit. F. Access easements. Access easements, where allowed, shall be in accordance with the following: 1. Residential: Access easements, where permitted, serving single-family or duplex dwellings, shall have a minimum width of 20 feet as measured from property line(s), and a minimum unobstructed paving width of nine feet. 2. Commercial: Access easements, where permitted, shall have a minimum, unobstructed paved width of 12 feet. Additional easement width may be necessary for utilities, drainage, etc. If more than one commercial lot or use is being accessed, there shall be no use of an access easement to provide primary access. The minimum width shall be 60 feet, measured from property line(s) with a minimum unobstructed paving width of 36 feet, or as required by the city. The Planning Division may consider or require an exception to this provision based on the type of development proposed. PAGE 20 OF 133 PAGES AGENDA ITEM NO.8.A 3. All access easements shall be approved by the Planning Division and/or Department of Public Works. 4. All drive surfaces shall be hard-surfaced with Hot Mix Asphaltic Concrete (HMAC) or concrete suitable for continued use by vehicles of the type intended. The Department of Public Works may require details of paving sections, and modifications thereof, prior to plan or permit approval to ensure function and longevity for the intended use. Proposed alternatives to address the intent of this provision shall be considered on a case-by-case basis. 5. No access easement shall provide ingress or egress to or from an arterial street or highway unless approved by the Planning Division and/or Department of Public Works as part of a nonresidential development where the easement is intended to serve multiple land uses. 6. Access easements shall be maintained by the property owner(s). Should the access easement fall into disrepair and pose a hazard or undesirable situation, as determined by the Planning Division and/or Department of Public Works, the responsible property owner(s) shall be provided with written notice that such shall be repaired within a time period agreed to by the governmental unit. Failure to repair shall subject all affected property owners to provisions of section 12. 7. All required paved driving surfaces shall be kept clear of all obstacles including, but not limited to dumpsters, utility poles, personal property and other such situations. G. Other easements. 1. Should, through a plan for a planned unit development under Appendix B of the Code of Ordinances, or described under other plans, there be defined a trail system, paths, ponds, lakes, drainage easements or other such easement or open space not directly related to a physical utility, there shall be dedicated such on a final plat or separate instrument. 2. Should paving, sidewalk, grading, landscaping or other improvement be required with an easement or open space, such shall be installed at time of platting or the amount placed in escrow with the city to cover all costs according to provisions herein. 3. Responsibility for maintenance of the easement(s) or open space shall be the responsibility of the property owner unless otherwise accepted by the responsible governmental unit. H. Drainage easements. 1. Drainage easements shall be provided where required by the Department of Public Works. 2. The width and location of such drainage easements shall be in accordance with the current city stormwater design criteria. PAGE 21 OF 133 PAGES AGENDA ITEM NO.8.A 3. No structures shall be placed in a drainage easement. These include but are not limited to fences, portable buildings, permanent structures, etc. In addition no vegetation shall be installed in this easement other than what has been approved by the Department of Public Works. 4. Encroachments existing on April 1, 2008, may be allowed to remain if the director of public works determines the encroachment will not constrict the flow of stormwater. 5. All stormwater detention facilities shall require the dedication of a drainage easement in accordance with chapter 106, article VIII, Stormwater Management of this Code. 6. Drainage easements shall be solely for the conveyance of stormwater and the placement of city owned utilities. Drainage easements shall not be combined with non- city utility easements and/or access easements without the approval of the Director of Public Works. 7. Drainage easements shall be a minimum width of 15 feet when on the common lot line between two properties to convey stormwater in a concrete flume or pipe up to 36 inches in diameter with 20 feet minimum width for a pipe greater than 36 inches. 8. The Director of Public Works shall have the discretion to determine the level of maintenance necessary for drainage easements and may elect to maintain any easements in their natural condition. 3.5 Water. A. All subdivisions shall be provided by the applicant with water supply and water distribution systems approved by the Department of Public Works and/or Health Department. B. Fire hydrants, in accordance with city standards, shall be installed as part of the water distribution system by the applicant so that every lot is within 500 feet of a fire hydrant or as required by the Texas Insurance Commission. C. Extension of water lines shall be in accordance with chapter 106, article VI, Extensions, of the Code of Ordinances. 3.6 Sewer. A. All subdivisions shall be provided by the applicant with an approved sewage disposal system. B. Connection with the sanitary sewer system shall be required except where the Department of Public Works determines that such connection will require unreasonable expenditure when compared with other methods of sewage disposal. Where on-site sewer systems are installed, the design for the system will be in accordance with requirements of the Texas Commission on Environmental Quality (TCEQ). If the applicant proposes to install a sanitary sewer disposal system, the plans for such a system must be approved in accordance with standards and requirements of the Health Department and TCEQ prior to approval of the final plat by the Commission. Unless otherwise advised, the City of Wichita Falls/Wichita County Health Department is the authorized TCEQ representative. C. Extension of sanitary sewer lines shall be in accordance with chapter 106, article VI, Extensions, of the Code of Ordinances. PAGE 22 OF 133 PAGES AGENDA ITEM NO.8.A 3.7 Utility lines. A. All city owned sanitary sewer and water utilities shall be placed in the street right-of- way. For any previously approved applicant master plan, when economically feasible, provisions shall be made to transition from the rear of lots to the street right of way for future extensions. Utility transition routing shall be coordinated with Public Works. B. All utility lines that pass under a street or alley shall be installed before the street or alley is paved. When it is necessary that utility lines pass under pavement, they shall be installed to a point at least three feet beyond the edge of the pavement. An exception to this requirement exists where underground construction technology (e.g., boring) is used at the utility company's or contractor's option. All necessary utilities shall be installed before building permits and/or certificates of occupancy are issued for work within the subdivision. C. All telephone, telecommunication, cable television and electrical utility lateral and service lines shall be placed underground throughout new subdivisions for which final plats are approved subsequent to the effective date of this subsection subject to the following conditions: 1. All electrical transmission lines, meaning those electrical lines operated at nominal voltages of 60,000 volts or higher, may be placed overhead. 2. Any electrical feeder lines, meaning those electrical lines that emanate from substations to distribute power throughout an area, may be placed overhead. 3. Where electrical service is to be placed underground, electrical service for street or site lighting shall also be placed underground except for the lighting standards. 4. Temporary electrical service during construction may be provided by overhead utility lines and facilities prior to activation of the underground service. Following activation of the underground permanent service, the temporary overhead electrical service shall be removed as soon as possible. 5. The electrical utility company may plan and construct overhead lines on perimeters of subdivisions or property. Telephone and cable television lines may be constructed overhead where overhead electric utility lines are permitted. 6. Each of the utility companies shall be responsible for developing administrative policies and cost reimbursement procedures for the installation and extension of their underground utilities. Nothing herein shall prohibit or restrict any utility company from recovering the difference in cost of overhead facilities and underground utilities from the owner or developer in accordance with the provisions of such utility's approved tariff. No utility company shall be required to begin construction of underground facilities unless and until the owner or developer of the subdivision has made arrangements satisfactory to the specific utility company for the payment of such difference between the cost of overhead facilities and underground facilities. No plat shall be approved without a certification by all electric, telephone and cable television companies that such satisfactory arrangements have been made being affixed to the plat. The city shall not be responsible for any portion of such cost unless the city determines that the owner, developer or consumer should not pay such difference in cost and the city refuses to grant an exception allowing overhead construction. 7. All electrical, cable television, telecommunication, and telephone support equipment (transformers, amplifiers, switching devices, etc.) necessary for underground installation shall be pad mounted or placed underground and the difference in cost of such facilities PAGE 23 OF 133 PAGES AGENDA ITEM NO.8.A shall be paid to the installing utility company in accordance with provisions established under paragraph 6 [of this section'. 8. Nothing herein shall be construed to require a utility to install underground facilities or any facilities other than standard overhead facilities, unless the increased cost associated with the underground or other non-standard facilities has been paid to the utility by the developer or the city prior to construction. 9. Nothing contained herein shall be construed to require any existing overhead facilities to be placed underground or to prohibit the upgrading, reconstruction, relocation, or reconductoring of any existing overhead facilities with overhead construction. 10. Nothing contained herein shall be construed to alter the intent of any utility Franchise Agreement Ordinance in effect on the effective date of this section. 3.8 Surveying standards. All surveys performed in connection with these regulations shall be performed by a registered professional surveyor in good standing licensed by the state. All surveys shall meet the minimum standards of professional practice promulgated by the state board of professional land surveying. 3.9 Drainage. A. Where a subdivision is traversed by a watercourse, drainage way, natural channel or stream, there shall be provided an easement or right-of-way conforming substantially to the limit of such watercourse, plus additional width to accommodate future needs as determined by the Department of Public Works. B. Drainage facilities shall be provided and constructed by the applicant in accordance with chapter 106, article VIII, Stormwater Management, of the Code of Ordinances, and as required by the Department of Public Works and any other ordinance adopted by City Council. 3.10 Lots and setbacks. A. All lots shall have access to, and front on a public street unless otherwise approved as required herein. Lots designated for stormwater detention shall not be required to front on a public street, but shall be accessed by approved easements. Once so shown and described on a final plat, such lot shall not thereafter be used for other than as intended unless approved by the Planning Division and Department of Public Works. Lots separated from a street right-of-way by strip of land owned by: 1. A utility, used for the sole purpose of providing utilities; 2. A pipeline company, used for the sole purpose of transporting liquids; or 3. A railroad company, used for the sole purpose of transport; shall not be required to front on a public street, provided that a permanent easement is obtained from the aforesaid utility company, pipeline company or railroad company, providing for vehicular access between the lots and the public street. B. Unless otherwise required herein, or allowed under Appendix B of the Code of Ordinances, minimum width at the building limit line of 50 feet as measured along the building limit line or within 25 feet of the right-of-way line, whichever is closer. C. The area of a lot for the purposes of compliance with this regulation shall be the net horizontal area within the lot boundary lines and shall exclude any street or alley rights-of- way, but shall include easements. D. If a portion of a legally existing lot is acquired for public use in any manner including dedication, condemnation, or purchase, the remainder of such lot shall be considered as complying with the requirements of these regulations. PAGE 24 OF 133 PAGES AGENDA ITEM NO.8.A E. Lot width shall be measured between the side lot lines along the minimum required front setback line, or the front lot line if no front setback is required. F. Setbacks shown herein shall apply within the city's extraterritorial jurisdiction in the absence of county requirements. Setbacks within the city limits shall be governed by Appendix B, Zoning, of the Code of Ordinances. G. Setbacks within level one: Front setback: 25-foot minimum. Interior side setback: Five-foot minimum. Exterior side setback: 15 feet for single-family or duplex residential use. 25 feet for uses other than single-family or duplex use. Rear setback: 1. For single-family or duplex dwellings, five-foot minimum from common lot line or one-foot minimum from alley. 2. For all other uses, five-foot minimum. In no case shall the roof overhang extend over the property line. 3. If a lot has double frontage, 25 feet. H. Setbacks within level two: Front setback: 100-foot minimum from a U.S.-designated roadway or interstate highway. 50-foot minimum from a state road. 40-foot minimum from other road. Interior side setback: Five-foot minimum. Exterior side setback: 15 feet for single-family or duplex residential use. 25 feet for uses other than single-family or duplex use. Rear setback: 1. For single-family or duplex dwellings, five-foot minimum from common lot line or one foot minimum from alley. 2. For all other uses, five-foot minimum. However, in no case shall the roof overhang extend over the property line. 3. If a lot has double frontage, 25 feet. I. Should the project cross county lines or level of development, the most restrictive standards between the city and county shall apply to the entire development within the city's extraterritorial jurisdiction. J. All setbacks shall be measured from the edge of an existing right-of-way or following any required dedication. K. A required setback shall be measured parallel to and for the entire length of the lot line on the side of the lot for which the setback is being measured. No building or structure shall be located, erected, or altered so as to have a smaller setback than the minimum setback required herein. The area between the setback and the lot line on the side of the lot for which the setback is being measured, shall be known as the setback area. L. A required setback area shall be kept free of any building or structure higher than two feet. 3.11 Erosion control.Reserved. PAGE 25 OF 133 PAGES AGENDA ITEM NO.8.A 3.12 Regulations related to airport proximity.All development and improvements within the city limits and within levels one and two, and those areas located outside of level two where such regulation is required in the interest of public health, safety and general welfare of north central Texas, shall be subject to standards and regulations contained under Chapter 6400, Airport Zoning Regulations, of Appendix B, Zoning Ordinance of the Code of Ordinances and as authorized under the Airport Zoning Act, Texas Local Government Code ch. 241. 3.13 Request for easement, license, or abandonment of city property interest. A. An owner of property underlying an easement held by the city may request that the city abandon all or a portion of said easement. B. An owner of property abutting city property or right-of-way may request that the city license the use of city property or right-of-way or execute an easement for an encroachment on city property or right-of-way. C. A request for such abandonment, license, or easement will be filed in writing with the property management division of the city's Department of Development Services and be accompanied by a fee the greater of fa fee established by separate ordinance) or the value of the requested property interest, with said property interest value to be determined by the city's property administrator. The city's property administrator may waive the aforementioned fee upon a determination that: (1) The requested right or abandonment is of de minimis value and requires minimal staff time to research and define; or (2) The requested right or abandonment is in exchange for a property interest of similar or greater value. D. If the city's property administrator determines that a survey or appraisal is necessary to determine the size or nature of the property or its value, the requesting owner shall pay for the cost of said survey or appraisal or provide same. E. If the city manager determines that the city's interests are sufficiently protected by the proposed abandonment, license, or easement and that the execution of said document is in the interest of the city, then the city manager may execute all documents necessary to allow the underlying or abutting property owner to utilize the requested interest in the property. F. This section authorizes actions that are within the discretion of city staff with respect to property interests owned by the city. This section does not reduce the right of the city council to authorize or abandon a city interest in property. This section is not adopted pursuant to Chapter 211 of the Texas Local Government Code. A decision of an official pursuant to this section is not appealable pursuant to sections 8 or 9 of this appendix to the board of adjustment. § 8 through § 10.10. [Reserved.' /I§ 11 Parks. A. All applicant shall be required to set aside land for park purposes under conditions set out in subsection B of this section when the master park plan of the city shows a park is required in the area to be subdivided and the applicant shall show such land set aside in compliance with this section on the master plat or preliminary plat. All areas set aside for park purposes shall conform to the master park plan as to general location, area and type PAGE 26 OF 133 PAGES AGENDA ITEM NO.8.A of development. The parks and recreation department should be consulted when developing the master plat so that few revisions will be necessary later. B. The city shall be granted an option to purchase the land so set aside for park purposes upon the following terms. If at the end of one year from the date of approval by the Commission of the master plat or preliminary plat if there is no master plat, the total area covered by said plat has been at least 50 percent developed, then and in that event the city shall be required to exercise its option within 30 days thereafter or release the same to the applicant with the purchase price to be computed as set out in subsection C of this section. If at the end of one year there has not been a 50 percent development, then and in that event the option shall continue in full force and effect until said total area has been at least 50 percent developed with the city then required to exercise or release its option as set out above. C. The price to be paid by the city for the land set aside for park purposes shall be based on the fair market value of the raw land as of the date the master or preliminary plat is first filed with the board, plus the pro rata part of all development cost attributable to the park land so purchased, including abutting streets and utilities necessary to serve the park land. D. All applicants shall also submit on the master plat an indication showing how the park area is to be developed in the event the city is unable to purchase the property or rejects it because of other reasons. E. All areas reserved for park land shall conform to the city master park plan as to general location, area and type of development. The city shall have the right to accept or reject park land proposals as shown on the developer's master plat, at such time as the master plat is brought before the Commission for approval. The one year option period, which the city has to buy the land, shall begin with the Commission's approval of the developer's master plat. - 4 Platting process and conditions. 44.1 General. A. Whenever an applicant desires to create a subdivision within the city or its extraterritorial jurisdiction, he shall plat the property, construct the required site improvements, and meet all of the other requirements of this ordinance at the applicant's expense. B. No subdivision of land shall occur as to make or create a situation as to make any part of the resulting tract, parcel or lot nonconforming or without access. C. No preliminary plat shall be submitted concurrently with a final plat. This may be waived on agreement by the Director of Community DcvclopmcntDevelopment Services and the Director of Public Works. D. A presubmittal meeting with city staff shall be required when a proposed subdivision is more than five lots. .2PIat required. PAGE 27 OF 133 PAGES AGENDA ITEM NO.8.A A. Whenever the owner(s) of platted lot(s) within the city or its extraterritorial jurisdiction proposes to construct or has constructed a structure that crosses a lot line or has violated setback requirements, such owner shall replat the lots in accordance with this ordinance. B. Whenever the owner of a tract of land, within the city or its extraterritorial jurisdiction, which has not been platted proposes to sell such tract in part, to obtain a site plan for said tract pursuant to Appendix B of this Code, or to construct or expand any building or other structure thereon, or to connect said tract with any water or wastewater utility, he shall plat such tract in accordance with this ordinance. Even though he plats such tract in whole or in part as a single lot, he shall be required to dedicate the required boundary street right-of-way for the entire original tract as it exists prior to the plat, and comply with all other applicable requirements of this ordinance if shown on the thoroughfare plan, in the metropolitan transportation plan or as required by the county. Provided, however, the owner will not have to plat the tract if such tract was subdivided from a larger tract no later than December 31, 1927. However, if the tract was subdivided from a larger tract on or after September 28,1964, the larger tract must be platted to show the smaller tract as a lot therein. Under the above condition, the dedication of right-of-way along a remaining unplatted tract or parcel, where the original parcel, tract or lot was unplatted, will not require the platting of the remainder of the tract or parcel if there is no provision of municipal or other services required for the remaining tract. C.3Sequence of approval. Unless otherwise provided for by this ordinance, an application for plat approval shall not be considered filed until: A. Development plans are on the ano approved by the Director of Public Works or designee; and, P A preliminary plat of such property has been approved or conditionally approved by the Commission and all conditions or preliminary plat approval have been satisfied and approved by the Planning Department or via submittal of a final plat; and, Cg. All public improvements required pursuant to this section have been constructed by the applicant and approved by the city, or secured by the applicant through an approved financing mechanism (i.e. irrevocable letter of credit) in an amount approved by the Director of Public Works. If desired by the applicant, a final plat may constitute only that portion of the approved preliminary plat proposed to be recorded and developed, provided such portion conforms to all requirements of this section and that the phases of development are indicated. .4Platting assistance. Prior to the official submittal of a preliminary plat of more than five lots, the applicant shall meet, consult with and present a proposed plan of subdivision to the Planning Division and Public Works for comments and advice on the procedures, specifications and standards required by the city for the subdivision of land, and who may use the services of other city departments as required. PAGE 28 OF 133 PAGES AGENDA ITEM NO.8.A C.5Fees. At the time an applicant applies for approval of a preliminary plat or final plat or replat, he shall pay to the city, through the Planning Division, a fee to cover the costs of reviewing and processing the plat as provided below. The area for revised preliminary plats shall be determined by the area changed from the previous submission. This fee shall be in addition to other fees required by the city. Fees shall be established as provided in the development fee ordinance adopted by the city council, which may from time to time adjust and revise the fees established, without amending this section. C.6Exceptions to platting or fees. A. The following types of plats are specifically exempt from the payment of fees: 1. Plats submitted by the city or any of its departments. 2. Plats submitted by any governmental or educational agency. 3. Plats submitted to correct minor drafting errors in recorded plats. 4. Plats filed for the purpose of dedicating land to the city in which no other subdivision of land is shown. 5. Replats occasioned by governmental action. B. The following situations are exempt from platting requirements: 1. Remodeling an existing structure without adding to the floor area. 2. Adding additional floor area or constructing accessory structures to an existing single- family or duplex residential use, when such addition or construction is less than 50 percent of the existing floor area and does not encroach over a utility line or easement and/or does not exceed a value equal to or greater than 50 percent of the tax appraised value of the improvement immediately prior [to] construction. 3. Divisions of land where all resulting tracts are (a) 5.00 acres or greater, and (b) each part has access, and (c) no public improvements, including water service, are required or being provided, and (d) no dedication of right-of-way. 44.7Submission requirements. A. The applicant or his engineer or surveyor shall submit to the Planning Division: 1. A complete application; 2. Support documents including but not limited to separate instruments, deeds, easements, or other agreements; 3. Four black line copies of the plat; PAGE 29 OF 133 PAGES AGENDA ITEM NO.8.A 4. A legible-after-reproduction 8%-inch [by] 11-inch copy of the plat that includes all information contained on the full-size plat, with the exception of field notes, metes and bounds descriptions, and signature blocks; 5. A legible 8%-inch by 11-inch or 11-inch by 17-inch electronic version of the plat including all information contained on the full-size plat in a format required by the Planning Division or Department of Public Works; and 6. A fee for reviewing and processing as prescribed by the department. B. Following approval of a final plat by the city, a digital copy of the plat in a format required by the Planning Division and/or Department of Public Works shall be submitted with all corrections as required. If streets are proposed to be constructed in lieu of an escrow, a copy of the plat prior to filing will be required showing angle, bearings, distances, etc. C. All plats must be received at least 28 days prior to the Commission meeting, or as determined by the posted schedule provided by the Planning Division at which they are to be considered for approval. D. The plat shall be drawn on sheets 22 [inches] by 34 inches with a minimum three- quarter-inch binding margin on the left side of the sheet and one-quarter-inch margins on the other three sides. An alternative size may be considered by the Planning Division and/or Department of Public Works if legible in all respects and is compatible with archival requirements of the city. E. The plat shall be drawn to a scale of 100 feet to one inch. Other scales may be considered by the Planning Division and/or Department of Public Works if legible in all respects and is compatible with archival requirements of the city. The Planning Division and/or Department of Public Works may require a reduced scale. When more than one sheet is necessary to accommodate the entire area, an index sheet showing the entire subdivision at an appropriate scale shall be attached to the plat. F. Plats shall be signed and sealed by a registered state of Texas land surveyor in accordance with Texas state law. C.8PIat processing. A. A plat shall be considered "filed" if and when the application is certified complete by the Planning Department after having reviewed that all applications, fees, and documents have been submitted in accordance with this section, and such documents are sufficiently accurate and appropriate to the specific area proposed under the final plat application. B. The Planning Division, Department of Public Works, Department of Parks and Recreation, Health Department, Fire Department, Traffic Division and others whose purview is sought shall check the plat as to its conformity with any plans, standards, and specifications set forth herein or referred to herein. PAGE 30 OF 133 PAGES AGENDA ITEM NO.8.A C. A copy of the plat shall be submitted by the Planning Division to various public, quasi- public or private entities that may have a real, tangible or service interest in the property, as approved by the city, to determine conformity with the standards and specifications for their interest. D. The various entities shall return comments to the Planning Division with their recommendations or requirements as to modifications, additions or alterations of such plat if any. E. The Planning Division shall provide the applicant written recommendations, requirements, requested modifications, additions, or alterations of such plat if any. The applicant shall revise the plat and return the plats to the Planning Division for final review and prior to the Commission meeting. F. All requirements and city recommendations will be presented to the Commission for their review and consideration at a scheduled meeting. These comments shall be considered part of the process required for approval unless the Commission acts to modify or remove such requirement unless prohibited from doing so. The Planning Division and/or Department of Public Works may authorize or require minor amendments to the plat to conform to the provisions of this section. G. The Commission shall determine whether the lands are suitable for platting. The services of any department of the city may be utilized to this end. Land subject to flood or deemed to be topographically unsuitable because of relief, drainage, soil character or other conditions shall not be platted for any use which may increase the danger to health, life or property or aggravate erosion or flood hazard. H. Within 30 days after the plat is formally filed, the Commission shall approve or disapprove such plat. (Ordinance 20-2018 adopted 5/1/18) § J4-Preliminary plat. 54.1 General. Whenever an applicant desires to make a subdivision he shall cause to be prepared a preliminary plat by a surveyor or engineer and, when required, site plans and declarations in accordance with this ordinance, and the Code of Ordinances as applicable. 54.2Changes to preliminary plats .If, after approval of a preliminary plat, changes thereto are required or desired, a revised preliminary plat shall be submitted following the same procedures as required for the original preliminary plat. J4.3Documentation required. A. Completed preliminary plat application; B. Applicant master plans approved by the City Engineer, in writing, when the development is more than five lots, or as required; and, PAGE 31 OF 133 PAGES AGENDA ITEM NO.8.A C. Any recorded separate instrument documents for any easements, agreements, right- of-way, or deed that traverses the property or as requested by the Property Management Division or Public Works Department. 4.4Plat content.The plat shall show the following: A. Names and addresses and phone numbers of record owner(s), engineers and surveyor. B. Proposed name of the subdivision that shall not have the same spelling as or be pronounced similar to the name of any other recorded subdivision located within the city or within its extraterritorial jurisdiction. The name shall appear at the top of the drawing and shall be the largest lettering on the plat. C. Names of adjacent subdivisions and the owners of adjoining parcels of unsubdivided land, and an indication of whether or not adjacent properties are platted. D. Legal description of the subdivision by metes and bounds. E. Primary control points or descriptions and ties to such control points to which all dimensions, angles, bearings, block numbers and similar data shall be referred. F. Subdivision boundary lines indicated by heavy lines and the computed acreage. G. Existing sites as follows: 1. The location, name, description, and purpose of all existing or recorded streets, alleys, reservations, easements or other rights-of-way within the subdivision, intersecting or adjacent to its boundary or forming such boundary. Areas previously dedicated and shown on the plat shall be described by volume and page or document number if on file in official county records and have a statement shown in the affected area stating that it has been previously dedicated. 2. The location, dimensions, description, name, and purpose of all existing or recorded lots, easements and types, parks, public areas, permanent structures and other sites within or adjacent to the subdivision. 3. The location, sizes, dimensions, description and flow line of existing watercourses and drainage structures within the subdivision or adjoining tracts. In the event any portion of the subdivision lies within or abuts an officially designated floodplain and/or floodway, the delineation of such floodplain and/or floodway shall be clearly shown on all plats submitted for approval. 4. The location of existing structures if necessary to verify that a nonconforming situation has not been or will not be created. 5. All existing features, including, but not limited to, easements, transmission lines, etc., shall be shown by dashed lines. PAGE 32 OF 133 PAGES AGENDA ITEM NO.8.A H. The location, dimensions and description of all proposed streets, alleys, drainage structures, parks, other public areas, reservations, easements or other rights-of-way, lots and other sites and all rights-of-way and other public areas dedicated shall state within that area that the property is "proposed to be dedicated." The described shall also be in accordance with the city's adopted Comprehensive Plan, master thoroughfare plan, master utility plans, parks and trails master plan, or their successor documents. I. Date of preparation, written and graphic scales of plat, and north arrow. J. Topographical information shall include contour lines on two vertical feet intervals. K. A number to identify each lot or site. Block numbers may be used. The Planning Division shall determine the applicability and the requirements for meeting this provision. L. Front building setback lines on all lots and sites and side yard building setback lines at street intersections. M. Location of city limits line and the outer border of the city's extraterritorial jurisdiction if they traverse the subdivision, form part of the boundary of the subdivision or are adjacent to such boundary. N. The location of any noise contour line, approach/departure clearance surface, inner or outer horizontal surface, conical or transitional surface or other such surfaces as required by the Planning Division and as applicable for Sheppard Air Force Base and/or Kickapoo Downtown Airport. O. A vicinity map that shows the location of the project that shall show arterials and/or highways in the vicinity for reference. 54.5Preliminary plat approval. A. Approval of a preliminary plat by the Commission shall be deemed an expression of approval of the layout submitted on the preliminary plat as a guide to the installation of streets, water, sewer and other required improvements and utilities and to the preparation of the final or record plat. Approval of a preliminary plat shall not constitute automatic approval of the final plat. The plat shall accurately locate all elements as required herein. The accuracy of such information shall be the responsibility of the property owner and/or his agent. B. Approval of a preliminary plat shall be effective for two years. C. If no development has occurred which would affect the previously approved plat, prior to the end of the two years of effective approval, the Commission may, upon application of the, applicant extend the approval another two-year period without the submission of a new preliminary plat by voting an approval of the original preliminary plat. PAGE 33 OF 133 PAGES AGENDA ITEM NO.8.A D. A preliminary plat shall be revised if there are discovered to be constraints to the development as proposed on the preliminary plat. Should such constraints or obstacles be found, the Planning Division and/or Department of Public Works shall require the submission of an amended preliminary plat that recognizes, mitigates or otherwise allows for the effects of the constraint or obstacle as approved by the Planning Division and/or Department of Public Works. (Ordinance 20 2018 adopted 5/1/18) § 64 Final plat. 65.1 General.Whenever an applicant desires to make a subdivision he shall cause to be prepared a final plat by a surveyor or engineer, appropriate site improvement plans, and complete the certificates prescribed in this section. If desired by the applicant, and following approval by the Planning Division and Department of Public Works, the final plat may consist of only that portion of the approved preliminary plat that he proposes to record at that time. However, such portion shall conform to all of the requirements of this section. A plat shall not be considered approved by the Commission unless it complies with all requirements herein. oe.2Documentation required. A. Completed final plat application; B. Any recorded separate instrument documents for any easements, agreements, right- of-way, or deed that traverses the property or as requested by the Property Management Division or Public Works Department. 6e.3PIat requirements. A. The- i n al--play-sh ams an of tie featufec Fogwifool for rcquircd by thc Planning Division and/or Dcpartmcnt of Public Works and it shall be 1. Sanitary scwcrs.Dctailcd cnginccring plans of thc proposcd scwcr facilitics as 2. Watcr.Dctailcd cnginccring plans of thc proposcd watcr facilitics as rcquircd by tho Dcpartmcnt of Public Works. 3. Storm drainagc.If within Icvcl onc, dctailcd cnginccring plans of thc proposcd storm drainagc facilitics as rcquircd by thc Dcpartmcnt of Public Works. 4. Strccts, curbs and guttcrs.If within Icvcl onc, dctailcd cnginccring plans of the proposcd strccts, curbs and guttcrs as rcquircd by thc Dcpartmcnt of Public Works. [If] within Icvcl two dctailcd cnginccring plans of thc proposcd strccts as rcquircd by Icvcl two areas shall considcr thc dcnsity of cxisting dcvclopmcnt, plans or preliminary PAGE 34 OF 133 PAGES AGENDA ITEM NO.8.A • • • • • • B. The final plat and the accompanying site improvement data shall be approved by the Director of Public Works. C. Street dedications within level two, and those areas within level one shall be made to the county in which the street is proposed. The width of the required dedication shall be the greater width between the city and county requirements. D. All lots shall be served by water, sewer, and public streets unless otherwise approved by the Director of Public Works. E. Final plats that require a preliminary plat shall not be considered until there is an approved preliminary plat. 5.4PIat content. A. In addition to the requirements for the preliminary plat, the final plat shall also include the following: 1. The exact location, dimensions, name, description, and purpose of all existing or recorded streets, alleys, reservations, easements or other rights-of-way within the subdivision, intersecting or adjacent to its boundary or forming such boundary, with accurate dimensions, bearing or deflecting angles and radii, area, and central angle, degree of curvature, tangent distance and length of all curves where appropriate. Areas previously dedicated and shown on the plat shall be described by volume and page or document number if on file in official county records and have a statement shown in the affected area stating that it has been "previously dedicated." 2. The exact location, dimensions, description, name and purpose of all proposed streets, alleys, drainage structures, parks, other public areas, reservations, easements or other rights-of-way, residential lots, and other sites, with accurate dimensions, bearing or deflecting angles. These areas dedicated for public use shall state that they are "herein dedicated" within the area affected. B. The final plat shall also include the following: 1. Owner's acknowledgment: "State of Texas County of The owner of land shown on this plat and whose name is subscribed hereto, and in person or through a duly authorized agent hereby dedicates to the use of the public forever all streets, alleys, parks, watercourses, drains, easements and public places thereon shown for the purpose and consideration PAGE 35 OF 133 PAGES AGENDA ITEM NO.8.A therein expressed and further warrants that he has lawful authority to make such dedications. Owner State of Texas County of Before me, the undersigned authority, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. Given under my hand and seal of office this day of , 20 Notary Public, . County, Texas. 2. Certificate by director of public works: "The Director of Public Works of the City of Wichita Falls, Texas, hereby certifies that this subdivision plat conforms to all requirements of the subdivision regulations as to which his approval is required. Director of Public Works 3. Approval of the Commission of the city: "This plat has been submitted to and considered by the Planning and Zoning Commission of the City of Wichita Falls, Texas, and is hereby approved. Dated this day of , 20 By: _ Chairman By: _ Secretary OR In the case of a minor plat, approval by the dDirector of community developmentDevelopment Services: "This plat has been submitted to and considered by the City of Wichita Falls, Texas, under the terms PAGE 36 OF 133 PAGES AGENDA ITEM NO.8.A and conditions of a minor plat and is hereby approved. Dated this the day of , 20 Director of the Department of Community DevclopmentDevelopment Services 4. Surveyor's certification: "I hereby certify that this plat has been prepared from an actual and accurate field survey of the land under my personal supervision on (date); and that all information shown is true and correct; and that all monuments shown thereon were properly placed under my personal supervision, in accordance with the subdivision regulations of the City of Wichita Falls, Texas. Surveyor 5. A certificate from the city tax collector and from the proper official of all other taxing authorities within whose jurisdiction the proposed subdivision lies to the effect that all ad valorem taxes have been paid on the land included within the subdivision and that there are no recorded liens by any taxing authority. 6. Where any plat wholly or in part lies outside of the corporate limits of the city, and within the extraterritorial jurisdiction as defined by state law, a legible statement shall appear on the plat as follows: "The area indicated on this plat as outside of the City limits of Wichita Falls on the date of approval of this plat is within the extraterritorial jurisdiction of the City of Wichita Falls and subject to annexation." .5Processing of final plat. A. No final plat will be considered unless a preliminary plat has been approved by the Commission. If circumstances prevail in which a single unplatted parcel may be platted into lots in only one obvious manner, no preliminary plat will be necessary. The Planning Department shall determine the necessity of preliminary plats in such cases. The 4 irector of community dcvclopmcntUevelopment Services may approve minor plats involving four or fewer lots fronting on an existing street and not requiring the creation of any new street or the extension of municipal facilities. The director of community developmen+Development Services shall not disapprove such plat but refer any plat that he refuses to approve to the Commission. B. A final plat of an approved preliminary plat or a portion thereof shall be submitted to the Commission within two years of the date of approval of preliminary plat, otherwise the approval of the Commission shall become null and void. PAGE 37 OF 133 PAGES AGENDA ITEM NO.8.A C. With the exception of minor situations or drafting errors authorized by the joint approval by the Department of Community DevelopmentDevelopment Services and Department of Public Works, no changes, erasures, modifications or revisions shall be made in any final plat of a subdivision after approval has been given by the Commission and endorsed on the plat in writing, unless said change, revision or modification is first submitted to and approved by the Commission. Errors affecting existing ROW and easements shall be corrected and a new or revised plat shall be submitted to the Commission. D. The director of public works shall certify by his signature on the final plat that all improvements required under this section have been completed prior to submittal of the final plat, or that one of the following types of guarantees has been furnished. If such a guarantee is furnished, it shall provide that all improvements shall be completed within 12 months, unless an extension of time is granted in writing by the director of public works for good cause. Such guarantees are as follows: 1. The applicant may furnish an approved surety, payable to the governmental unit authorized to accept surety, in an amount sufficient to cover the entire cost of such improvements as required herein, as estimated by the applicant and approved by a person authorized by the governmental unit. 2. The applicant may deposit cash, or other instrument readily convertible into cash at face value, either with the governmental unit, or in escrow with a bank. The use of any instrument other than cash, and, in the case of an escrow account, the bank with which the funds are to be deposited, shall be subject to the approval by the governmental unit. If an instrument readily convertible into cash is deposited with the governmental unit, it may be reduced to cash at the discretion of the governmental unit. The amount of the deposit shall be sufficient to cover the entire cost of the required improvements, as estimated by the applicant and approved by the governmental unit. In the case of an escrow account, the applicant shall file an agreement between himself and the bank guaranteeing that such funds shall be held in trust until released by the governmental unit, and may not be used nor pledged by the applicant as security in any other matter during that period; that in case of failure of the applicant to complete said improvements within the time specified, then the bank shall immediately make the funds in such account available to the governmental unit for use in the completion of such improvements. Provided, however, periodic payments may be made from the cash deposited with the governmental unit or from the escrow account for progressive payments of construction costs of the required improvements, which payments shall be based upon progress work estimates prepared by the applicant's engineer and approved by the governmental unit. 3. The applicant may provide, from a bank or other reputable financial institution approved by the governmental unit, a letter of credit, which is approved by the city attorney. Such letter of credit shall state that the creditor guarantees funds in an amount equal to the cost of constructing such improvements, as estimated by the applicant and approved by the governmental unit. In case of failure on the part of the applicant to complete such improvements within the specified time, the creditor shall PAGE 38 OF 133 PAGES AGENDA ITEM NO.8.A pay to the governmental unit immediately, and without further action, such funds as are necessary to complete such improvements, such letter of credit may not be withdrawn, or reduced in amount, until released by the governmental unit. If one of such guarantees is furnished to the governmental unit by the applicant, it shall be filed with the governmental unit. 4. The applicant, at his option, may elect to, during the course of improvements, to deposit cash, or other instrument into cash at face value, either with the governmental unit or in escrow with a bank for the balance of improvements yet to be installed. The amount shall be sufficient to cover the cost of the remainder of the improvements. The estimate shall be provided by the applicant and approved by the governmental unit. E. A final plat shall become void if there are discovered to be constraints to the development as proposed on the plat. Should such constraints or obstacles be found, the Planning Division and/or Department of Public Works shall require the submission of an amended plat that recognizes, mitigates or otherwise allows for the effects of the constraint or obstacle as approved by the Planning Division and/or Department of Public Works. A nonconforming condition shall also be considered a constraint or obstacle. F. Once all conditions are provided and accepted by the Planning Division and Public Works the final plat shall be recorded with the county. A copy of the recorded plat shall be provided to the Planning Division. § 6 Standards, specifications and conditions. 6.1 General. . Stak ink proposed street s action will be provider! by a comp tent engineer in the employment of the applicant B on rppll` 'on of a street' drainage, water aewer vement as y f provide the developer with a letter of approval v. No pprreliminary Gr final plat shal om proved by the ommissi and no unit unless they m confor tp requirements herein "'� D. Alp final inspe t'p�all he made er cer ifa i as issuer! on a prpieGi f dey pment The dir community dey pment may require guarantee r.-r��c-arreCs�$r c-rrru�T or commitments that development and/or improvements will occur within a specific tirne PAGE 39 OF 133 PAGES AGENDA ITEM NO.8.A E. Conformity with-the sit astercr planrs.The subdivision shall conform to the city'' ccomprehensi�rve plaarn, uti try ma-stercr-plaans,-thoroughfare plan, and parks and trai4s master plans, or their successor documents and the standard such parcels-&hall he arrangedd to acv-allow openin f f future streets and logical future subdivisions. Wieser s iteGL-Ther-e-shall be no reser e s on fling accccccess to other ise—Fequireed-by the city thatut a-rot b�-bc-identifiedcd-for reference and legal cription where s Bch is open snare easement or other s Bch situation rr�cvrrvrrr �P �1�� a rvry a�-�a�r�r T uir the Planning Division, Depart) ent of Public Works a mezt_oo f Parks and Recreation or other administrative department of the city as i Suitability of land use.Lan mall uited to-th purpose for which its tie J- vel ofdeyelo en r- uirements.Shou1d a d v nrv.en bewith-i—two development levels, t;e Gt restrictwe-sta s shallz.,l army. 6.2 Streets. A. General requirements for streets. 1. Street layout.Adequate streets shall be provided by the applicant, the arrangement fr f characte extent width grade and location of h whic shall conform f f to the most recent thoroughfare plan or as required herein and shall be Bred in r tion to isting and planned s to- ographical conditions, to safety and convenienc�eaa icdrthe�r appropriate relation to-the proposed uses of the hand-to be ser�v,„ed-by stBch streets. ��,, ,, 2.—Rel-at street stem. Wher es e necsary to-theF hborhood f be at least as wide as such existing streets and in alignment therewith ofstreets the subd .sion--shall make provision for the pprroopper ojectionof ` streets into such unsubdivided areas Dead_end streets are prohibited Streets ojectin ,,.„ T reaa ott_be_provid with a cul_de_sao 7 accordance with standards herein.The Department"o'f'•P'u-bllic Works may consider and authorize a temporary cul-dc sac. Such temporary cul-dc sac shall be lords and shown on preliminary and constr{�Cst tanc�m-aa- arra-�nvvrr�--vrr cn PAGE 40 OF 133 PAGES AGENDA ITEM NO.8.A lonrger-thanan al owed herein.Teve-Glirector of public works may approve a waive ate requirementr a t ry cul-de-sac. 4 Street jogs.Street jogs, with centerline offsets of less than 125 feet shall not be allowed. Llalf s ets No n w half shall be cons acted unless approver! by ��tre�,�V-rrev,-r.�,��tree#��„�„-p�V�tru�«����� lane divider! street& 6. Street intersections.Street intersections shall be as noarly at right angles as 7. Cul de sacs.Cul de-sacs shall not exceed 600 feet in length in residential areas and 9AA feet in length in commercial and industrial area& and &hall have a turn around right-of-way of not le&& than Inn feet in diameter in residential area& and otherwise allowed herein The Planning Division Department of Public Works and Fire Departtmen hall alternatw�access other & ch i&&earh,e a e-city depa trrments shall have 8. Access to arterial streets prohibited.Unless approved by the Directors of Community Development and Public Works no residential subdivi&ion &hall he f platter! &o that a residence fronts en er has direct assess to an arterial street higha� ont_ag-e ro T rectors ma e'-the eryices of the metropolitan planning organization as necessary 9. Main drive�openyn. pntr �eCash residential r Taira l hall e_ driv y to t e gar ��v���, ca'��r��p , orVT f-street-parl`i�cing-area opening on a local resid-rential or collector street,except here_the subdivision is�plaatted to allo wi 7"VT'VVITri V' � "M V�QI�QTPrS�VTTTJ CCGCTCVZITI'V7P main driveway opening en the alley as provider! herein 1 A Streets on thoro ghfare plan Where a s bdivision embraces a street as shown , on to mostrecent thoroughfare plan such street&hall be platter! in the location ,,,„� A��-ro-.r , raira c��ur�vc-praccccr-rrrcrra�acrvrr and--ofth-e rigg.ht_of_way width i anted by the plaarn.WW Tema subdivision embraces an existing street or �r�oad not indicated on the roughfare plan, such street shaull--apl e atted in right-of-way width indicator! herein 11. Local residential streets.Local residential streets shall be laid out as to d outage. thei-r us y throvughrtraff�a i�rteretraffic does not ha m PAGE 41 OF 133 PAGES AGENDA ITEM NO.8.A or rlestination within the-resirlenti-al area This shall no clude proposals uc�vrrwT rr era rar �r�r��rrurrrry � or needs to connect adjoining residential subdivision& in width to meet the requirements of the thoroughfare plan or as required herein upo r_exist ng dedicated--street or half street tha w not conform to the thoroughfare plan or requirements herein the applicant shall dedicate right_of_ f way sufficient to make the full right_ of_way width conform to the requirements of the most recent thoroughfare plan or as required herein T4. a lot subdivision.All r aired right_of_way .l icationshall also apply to plyuts� "here -ta-parcel atted or renilaattedas a sin,ggle lot and as re�r d G�VTT �7r1 V�VTRT7Q-RAT VQ herein. 1 A Street names New streets shall be named in accordance with provisions of the B. Design standards for streets. within level one unless exempted under section 94 100 of this Code. The Department of Public Works shaalll evalaate and magi amendrthe nc f roadway or other situat s tchatc ay exisrt where-trhre srtallation of curbs and gutters does not serve the public purpose 7. Curb andd-gu., m tter ay not r sired-bythe Depcaxrtment of Public Works within a level two-area he crea tiple_Iot subdivision or the creatFon of as new street may require curb& and gutters streets-and-on the subdi v isionside oc-of all streets forming part��thee boundary of e subdivision An yc �/�� to boundary s et rledica yV .7i V7Tl"[ITe7l4eptfVTr tFeGTQG�TVC� exist wherei the other s rthe streeet is deeve eG and/or improved al"anTd shall consider alignments and other identifiable factors under which rase there may pew sired a ded a ' on one or both s s of the streets . Cu vs and gutters shall be constructed to city specifications All streets shall be paveci 4. Curb cut and drivewy-wydths aalll be in accordance w th ppendiuix-B of the Code of Ordinances. Upon approval-by-an-authorized-official-of-the-state state-designated highways and frontage road& 5.Right_of_way and pavement widths sh ance with tC Te following• PAGE 42 OF 133 PAGES AGENDA ITEM NO.8.A aRight_of_way and paving width shall be in accordance with-the-thoroughfare h I Inless o er w ise re�r ved by D t of Dublin Works 7v.�Tff�..T.J� a.TYY7J�T�'�'1�" G'Q-IP� �GT 1 existing or proposed streets or roads within level one and level two areas not adaddressed--i-n the roughfare plan ocarr-or-under-oth s shall be provided f meetm •"ty standards,lf-i-t is tate road or highway' right-of-way and pay,--_-ing -eequirements shall be in accordance with statue cica7iicatFonsr or-WTcre nnorstandards r uirementtsi exiists th minim m right_of_way r uirement srhialull-be_ greater of 60 feetccor-asp uir th county /additional right_of_ way and paving width may be r uired as determaed by long range plaarns, f density or intensity of development historical ff trai c. conditions and counts and f f c. The minimum right_of_way wid tl the street i not indicated 1 on the-thoroughfare plan, shall s required on the thoroughfare plan for the type s ed unless tional width is required T�7� tFeet�rA�A�7G�SJ tFV7RRTYPrQiTTTJTG�QTrGQ d. The Planning Division and Dep,artmer) -shall be responsibllee__foor proving the street classifica ' e by considery� type nee_ density or intensity of proposed or future land uses related to or affecting the street. Local streets that serve, propose to serve, or may serve 150 or more dwellings shall be reguired t o be upgraded to a minor collector under standards of the- an. Density- ations for local streets„-adjacentt oor acre In a ating the street classifica nsideration shall 4 n to other L[VT11Tr `J 7TV� LCSJTT�G[ �I GTGfifVTTL77 GTI iV�iTfVT access. 6. Street Medians. 1. Definitions. a. Medians: a s whether raised or flush et�wieen the lanes of opposing �.r , whether-raised-vr�.�r�, ccw ccr� crra. � traffic. on a divided street 2. Generally. plan or other government agency bb.Any requ cdiaiired-raised-mean-shal�l be maad - solid er�matTthYat requi-res-no rr outine- maainten noe nor designed-to--contai vegetation including, but t limited to grass, shrubs, or trees. markings PAGE 43 OF 133 PAGES AGENDA ITEM NO.8.A d Director of Public Works or designee may approve a variance to the items- hove wham-circumstances-allow, "" •••"`7 GT7T C. Access management. ,,� A,, ,, ,,�,,�,, -1. Curb cuts state-dam- gnated�-,-,or stateti-conTt�iled streets, ads or highways shall receive firsttl thestate D artment of Transportation Additional 7T7Ll7Tr• �i 1"V�ITT�T e�G[ri1Tf i�RTfJl�7VTiGfbTVTTTQGffifVTTG[f approval-by-th-e-Plan-ning-Division-andlor-Departmant-of-Publis-Works-will • d ht visibility in relation t� posted speed of the road st� t or �TVTr-C� CG�Jl7riG�Vr- rry �� ee�r hiighway, t ography, roadway design and distar between ^'orb cuts n roads shall be gov a and type of land use is r p� ential T'l7RCrJ�i7LlT1""I�VYGTTT Cd'1- , riATJt�H�"'OTl7VtGT1 CTRT for-oonflists1 1 signals the ability for alternative access the intended function of the roadway and existing land uses for all commercial development to allow access to all properties or uses without the need to access these individually from a public street 4 -„e ^Ti-cit tat a e-th-ei closii-ngTg or parttial closi-ng „�y u• rb cut or drive opening where such creates pot 1 to create a '�,,,�A.. Trr�m� ceFltFarcv�rca�a hrazardous conrdi ' theopening be ^losed,the propert er shall provide a curb and remove the drive approach An alternative to the removal of a dR--tee- proach may be oonsFder d by th-e installs ved barri�egenerally only wher�ected roads or streets carry 300 ADT or less. f 5. Chapter 6200, exhibit B of Appendix B, Zoning Ordinance of the Code of Ordinances gall be oonsideerred-asa ddel-in sedd to ^cv-calculate distance ✓ uirementts betweep at d intersect s he Planning Division and Department of Public Works l have final rite to modify condit s therein in the interest of public safety and as intended herein 6. Section 10 - 0, visibility sight-tri-�s+ --, of theCod� �sh�alull-be considered a guide to sight visibill'ity requirementt_cv he Planning Division and Department of Public Works may amend requirements therein in the interest of pub safety, and in considaerat /+th-the-abovesituat s, and may r uire f of-medians- a id-turniinays, a d other situations th-atar-will enhan^e publi saf-etih D. Subdivision access. use and emergency purposes PAGE 44 OF 133 PAGES AGENDA ITEM NO.8.A a. All pr-eliminary plats showing QA er more lots s be do ne dtn, s -a miiry niau,. m of two-mea„ns of access to an existing collector or higher classification street-as i„ ateel-on the T ioroughfare Plan• of a subdivision a se to c Tectin,n/access point nrovidinn sewn y access to an existing collector or hinhnr classification street m Est he dedicated f installed and completed according to the provisions referenced in ppendix D f ote fire node and Section 6:.2 n,f ppendi n and dey pment regulati„ns.Oil and Gas Regulations 6 '2 Easementc A. A dcvcloper or property owner may providc or be required to providc utility ctascmcnts in accordance with thc following requirements: the Department of Public Works or utility company. z14t-i-l-ity eaceme{tcchalll—be-centeF cent try a common propert a of o abutting lots and shall be continuous for the entire length of the block as ro red by Vl-CR�GTTSTrGZ"��.J.�ITITrCfT�l7fVGTRfJ1 thc Department of Public Works or utility company. Unless otherwise permittcd by thc in accordancc with the following minimum width standards: 10 feet when adjacent to a street right of way. 10 feet when occupied by a non city public utility and not containing or intending to contain city utilities. 15 feet when occupied by a city utility up to 12 inches in diameter, running between common lot lines with public right of way at end for access and not exceeding [two] lots in length. 20 feet when occupied by a city utility up to 36 inches in diameter. 30 feet when occupied by a city utility greater than 36 inches in diameter. 15 feet when occupied by a city utility when placed at the boundary of a development adjacent to unowncd property. This requirement may be reduced to [ten] feet if the developer or property owner is able to secure [ten] feet of utility easement from the adjacent unowncd property. Additionally, if the existing utility is constructed of any material other than PVC or a material approved by the Director of Public Works, the easement shall be an additional five feet wide when a line is buried more than seven feet in depth. The easement shall be an additional ten feet wide when a line is buried more than [12] feet in depth. The PAGE 45 OF 133 PAGES AGENDA ITEM NO.8.A easement shall be an additional [15] feet wide when a line is buried more than [20] feet in depth. 3. Utility easements shall be proximatel to the frontage ofof ttrreets rcquircd by thc Department of Public Works or [the] utility company. 4 14e r Tencnt orte-m-1419-r-aPY-encroacch-m-ents shall he located within any eeaseme GTIT nt,� except fences magi he plan es veways and narking lots-four ingn� nd-ems-, and sidewalks required' ;e-Cit -^of iichita Falls Code of /lydinanceo The city magi allow permanent or 4 y encroachm�c with an �1f GTrTTGIZr.I'T'rvTZeTTT' r.l"IGTVCfGTTTTT �PCTRI'T cncroachmcnt agrccmcnt at thc discretion of thc Property Managcmcnt Administrator inrn agrreel'1'lent with the Director of Comma inity Dey pment and Director of P blic Works.GGTTIITT cppaacce around all oideo betwe nc.n-he'-egi ment and the fenceaS—We ao a 'I5 foot providcd from an adjacent strcct to grant dircct access to thc pumps. 6. Any pre existing cncroachmcnt that docs not have an encroachment agreement shall obtain agrccmcnt upon notice by the city or remove said cncroachmcnt. B. Maintenance of easements shall be the responsibility of the owner of the land upon which it is located. C. Normal curb and gutter shall be required where utility easements intersect streets. D. Whcrc utility cascmcnts arc not thcmsclvcs straight within ctach block, or if thc same do not connect on a straight course with the utility easements of adjoining blocks, thcn an additional easement shall be provided for the placing of guy wires on lot division lines in order to support poles set on curving or deviating rights-of-way of alleys. E. The property owner shall be required to identify buried, aerial or above ground pipp nee n � aerial or aboye_groi and i itility an uc of within an eacemen� t r r�rded for record shall contact the utilit rnrer dedicate or have dedicated such an easement and recorded and filed on a plat or separate instrument as rcquircd by thc governmental unit. F. Access cascmcnts. Access cascmcnts, where allowed, shall be in accordance with thc following: 1. Residential: Access cascmcnts, where permitted, serving single family or duplex and a minimum unobstructed paving width of nine feet. 2. Commercial: Acccs€ cascmcnts, whcrc permittcd, shall havc a minimum, unobstructed paved width of 12 feet. Additional cascmcnt width may be necessary for utilities, drainage, etc. PAGE 46 OF 133 PAGES AGENDA ITEM NO.8.A If more than one GG Mercial lot or use is—h g accessed here shall he no use oof--acorn acc s easement to provide primary access�;e minima im width shall he 60 fees GTIT or as rcquircd by thc city. The Planning Division may considcr or require an cxccption to this provision based on thc type of dcvclopmcnt proposcd. 3. All access easements shall be approved by the Planning Division and/or Dcpartmcnt of Public Works. /1. All drive surfaccs shall be hard surfaced with Hot Mix Asphaltic Concrete (HMAC) or concrctc suitablc for continucd use by vchicics of thc type intended. The Department tiro platepermit approval to eKre fi inction and longevity for the intended use Proposed alternatives to address the intent of this provision shall be considered on a case by case basis. 5d Alo access ecem-er hall provide ingrecc p �� "`' or_ � to or from an ri artea eet eor highway unless approved by the Planning Division`` ``and/or Department of Public Works as part of a nonresidential dcvclopmcnt where the clascmcnt is intcndcd to scrvc multiple land uses. 6. Access easements shall be maintained by the property owner(s). Should the access by the Planning Division and/or Dcpartmcnt of Public Works, the responsible property owner(s) shall be provided with written notice that such shall be repaired within a timc period agreed to by the governmental u-n- Fail„-ure to r halll-subject all affected property owners to provisions of scction 12. no d to d imnstG i itility poles ercenal prroop and other si ich site cations G. Other cascmcnts. 'I Should through a plan fora planner! unit development under Appendix R of the Code , of Ordinances or described i inner other plans there he definer! a trail system paths ponds, lakes, drainage easements or other such easement or open space not directly related to a physical utility, there shall be dedicated such on a final plat or separate instrumcnt. 2. Should paving, sidewalk, grading, landscaping or other improvement be required with an clascmcnt or open spacc, such shall be installed at timc of platting or the amount placed in escrow with the city to cover all costs according to provisions herein 3. Responsibility for maintcnancc of the ct3sement(s) or open spacc shall be thc governmental unit. H. Drainage cascmcnts. PAGE 47 OF 133 PAGES AGENDA ITEM NO.8.A 1. Drainagc cascmcnts shall bc providcd whcrc rcquircd by thc Dcpartmcnt of Public Works. current city stormwater design critcria. 3. No structurcs shall bc placcd in a drainagc cascmcnt. Thcsc includc but arc not limitcd to fcnccs, portablc buildings, permancnt structurcs, ctc. In addition no vcgctation shall bc installcd in this cascmcnt othcr than what has bccn approvcd by the Dcpartmcnt of Public Works. /1. Encroachmcnts cxisting on April 1, 2008, may be allowcd to rcmain if the dircctor of public works dctcrmincs thc cncroachmcnt will not constrict thc flow of stormwatcr. in accordance with chapter 106 aJcle VIII Stormwater gel' end of phis CArlo 6. Drainagc cascmcnts shall be solcly for the convcyancc of stormwatcr and thc placcmcnt of city owncd utilitics. Drainagc cascmcnts shall not bc combincd with non Public Works. 7. Drainagc cascmcnts shall be a minimum width of 15 fcct whcn on the common lot linc betwc ercrties to convey stormwater in a concrete flume ♦o 36 inches in diameter with 20 feed minima im width fora nine greater khan Q6 inches 8. The Dircctor of Public Works shall havc thc discrction to dctcrminc thc Icvcl of maintenance necessar„ for drainage ec aszee-mrrents and ma„ select to maintain an„ easements in their natural condition. 6. 4Oil and gas wells. [(1)] For the purpose of this regulation, the term "plugged" shall refer to cementing a well to remove the well from production in accordance with standards of the Texas Railroad Commission. [(2)] It shall be unlawful for any person acting either for himself or acting as agent, employee, independent contractor, or servant for any person to drill any well, assist in any way in the site preparation, re-working, fracturing or operation of any such well or to conduct any activity related to the production of oil or gas without first obtaining a permit issued by the director of public works in accordance with this section. Such activities include, but are not limited to seismic exploration, site preparation, re- working, drilling, fracturing, operation, construction of rigs or tank batteries, fracturing and pressurizing of wells. A permit shall not be required for seismic exploration unless such survey activities will be conducted on city property or public utility easement. Explosives shall not be used within the city. PAGE 48 OF 133 PAGES AGENDA ITEM NO.8.A [(3)]A permit shall authorize seismic exploration, site preparation, re-working, drilling, fracturing, operation, construction of rigs or tank batteries, and well pressurization for a period of one year after issuance. If a well is completed as a result of permitted drilling activity, the permit shall authorize continued operation of the well. A. Permit application and contents.The application for the permit, required by this [appendix], shall include the following information: 1. A copy of the application to drill which has been filed with the state railroad Commission and copies addressing the requirements of the state railroad Commission for which is required to be met based on the application, together with bonding requirements, if required. 2. The name, address, and phone number of the operator of the lease and property owner, with the name of the contact person for the operator. 3. A description of the lease or the lands involved in the exploration, drilling or maintenance, and the length of time that surface operations are expected to occur. 4. A plat showing the location of the well, the ownership of the land, property lines, structures, and offset operators or landowners. 5. The name and address of the drilling contractor. 6. A site plan accurately depicting the proposed site and the location, distance to and nature of adjacent land uses. 7. A statement warning of possible hazardous formation conditions that may be encountered during or as a result of the proposed drilling or exploration operation or maintenance of an existing well site. 8. A copy of the operator's spill prevention plan. 9. The fee for a permit in the amount of $500.00 or as established in the fees chapter of this code. 10. A bond or letter of credit approved for form by the city attorney in the amount of $25,000.00 along with the permit application for the initial permit applied for by an operator. The bond shall be executed by the operator, as principal, and a corporate surety on the list of authorized insurance companies published by the State Board of Insurance of the State of Texas, as surety, in a form approved by the city attorney and with the bond in favor of the city conditioned that the operator will comply with all of the terms, conditions and requirements of this chapter and any permit issued pursuant hereto, and further conditioned that the operator will repair any damages to city roads, streets, highways, or other city property, as determined by the director of public works of the city, caused by the equipment and vehicles used by the permittee in going to and from the drill site with such repairs to be in compliance with specifications therefor PAGE 49 OF 133 PAGES AGENDA ITEM NO.8.A prepared and provided to the operator by the director of public works. The security shall remain effective until the operations on the drill site are terminated. 11. A certificate of insurance showing the insurance required in this section. B. Insurance.No well shall be drilled or any maintenance or exploration conducted unless the drilling firm, lease owner and/or contractor at all times carries minimum insurance coverage for bodily injury of $500,000.00 for each occurrence and $1,000,000.00 aggregate and for property damage of $500,000.00 for each occurrence and $1,000,000.00 aggregate, and for the cost of controlling a well that is out of control, re- drilling or restoration expenses, seepage and pollution damage as first party recovery for the operator and related expenses, including, but not limited to, evacuation of residents, in the amount of at least $5,000,000.00 per occurrence. The lease owner shall at all times carry this minimum limit of insurance until such time that the well is out of production and all appurtenances removed from the site. The insurance under all situations and at all times shall list the City of Wichita Falls as additionally named insured. C. Location, maintenance and fencing of tanks and tank batteries. 1. The oil or fuel storage tank or tank battery shall be erected in conformance with the spill prevention control and countermeasure plan published by the U.S. Environmental Protection Agency. 2. The oil or fuel storage tank or tank battery shall be completely enclosed by: a. A minimum six-foot tall all metal chainlink fence with two-inch maximum mesh interwoven with opaque slats, topped by at least three strands of barbed wire; b. A solid minimum eight-foot tall masonry wall; or c. Other fencing material approved by the director of public works. 3. In no event shall a tank or tank battery be located nearer than 150 feet from any residence, or dwelling, unless the tank or tank battery existed prior to the residence or dwelling, or nearer than 30 feet from any combustible structure. 4. Oil and fuel storage tanks or tank batteries shall be kept well painted and in good repair. 5. If the well(s) associated with an oil storage tank or tank battery is/are plugged, or if the storage tank or tank battery is no longer in use, the storage tank or tank battery and associated pipelines shall be removed and the land restored. This provision may include all associated appurtenances with the wells and tank or tank batteries. This removal shall occur within six months unless documentation can be provided that the well and tank or tank battery will be used within the next two years. For the purpose of this provision, the term "no longer in use" shall mean that the tank or tank battery, while it or they may contain some residue or fuel, has not been pumped into or out of within PAGE 50 OF 133 PAGES AGENDA ITEM NO.8.A the past six months. The director of public works may waive this requirement if the operator requests such waiver in writing, and the director determines that failure to pump is due to a reason other than the tank(s) no longer being in use. 6. Other oil or fuel storage tanks that receive products from transmission or distribution lines that are not pumped into or pumped out of for a period of six months shall be considered abandoned and/or unused. The leaseholder shall disassemble and completely remove such tanks from the site unless it is shown that there are plans to reuse the storage tanks within the next two years. 7. Within six months after removal of any oil storage tanks or tank batteries, the permittee shall restore the property to its original state insofar as possible, to include removal and/or restoration of any unremediated soil. D. Pumps to be electrically powered.No pumping unit used for the purpose of lifting oil shall be powered with any power other than electricity. If electrical power lines are proposed to be buried or are buried, a private easement shall be created and the Department of Public Works shall note the location of said easement and/or its encroachment into or within a public easement. Such easement shall be made a matter of public record by the filing of a plat or separate instrument. E. Pumping units. 1. All surface equipment shall be kept clean, painted, in good repair, and properly lubricated in order that they will operate quietly. The noise produced by wells, jacks or units on a producing well shall not exceed 50 decibels at any boundary of the parcel on which the well is located. 2. All pumping units, compressors, and other powered equipment shall be completely enclosed by: a. A minimum six-foot tall all metal chainlink fence with two-inch maximum mesh interwoven with opaque slats, topped by at least three strands of barbed wire; b. A solid minimum eight-foot tall masonry wall; or c. Other fencing material approved by the director of public works. F. Flow lines. 1. All flow lines and/or water and/or oil or gas lines shall be buried at least one foot under the ground unless permission is obtained from the surface owner. The Planning Division and/or Department of Public Works may require that flow lines and transmission lines be buried at a greater depth depending upon adjacent land uses and proposed streets, roads and highways. 2. All flow lines shall be shown on a plat or separate instrument and filed for public record. Upon the removal of the associated tank batteries and/or the plugging of wells PAGE 51 OF 133 PAGES AGENDA ITEM NO.8.A associated with such pipelines, the pipelines shall be removed. The Department of Public Works may consider an alternative to the removal of the pipelines if the lines are flushed to remove any potential contaminates. Such exception shall apply to only those situations where removal is not technically feasible. 3. The Department of Public Works shall have sole authority to regulate the location and installation of such lines, which will also incorporate standards by the appropriate government agency. G. Waste oil or water to be cleaned up.Any waste oil or water in, on, or around any premises within the city or the extraterritorial jurisdiction shall be immediately cleaned up and the ground shall be cleaned of any oil-bearing dirt. H. Drilling operations generally.The owner, leaseholder, property owner or other who is responsible for drilling of a well or well site shall proceed with the drilling operations with the highest degree of care so as not to injure adjoining property or persons in any manner by: 1. Keeping the premises suitably fenced or guarded 24 hours a day in such manner as to avoid trespassing during the drilling and exploratory operations; 2. Removing all drilling mud upon the completion of such drilling operations; 3. Immediately clearing the grounds around the well of all drilling mud and/or all oil, salt water or water. The area shall be made to conform in appearance to the lands in the neighborhood wherein such drilling, exploration or maintenance operations are so conducted. All pits must be steel or lined with a minimum six-mil impermeable liner. All pits and contents shall be removed from the premises and drill site within 30 days after completion of the well; 4. Prior to the commencement of any drilling operations, installing private roads used for access to the drill site and the operation site which are at least ten-feet wide, have an overhead clearance of at least 14 feet and are surfaced with asphalt, crushed rock, or gravel, and maintained to prevent dust and mud in accordance with the requirements of the director of public works. The requirements governing surfacing of private roads may be altered at the discretion of the director of public works after consideration of all circumstances, including, but not limited to, the following: [(i)] Distances from public streets and highways; [(ii)] Distances from adjoining and nearby property owners; [(iii)]The purpose for which the property of such owners is or may be used; [(iv)]Topographical features; [(v)] Nature of the soil; PAGE 52 OF 133 PAGES AGENDA ITEM NO.8.A [(vi)]Exposure to wind; and [(vii)] Preference of the surface owner. 5. It shall be unlawful to create sound during drilling operations that exceeds: [(i)] 60 decibels during daytime hours between 7:00 a.m. and 7:00 p.m., measured at any occupied structure on a parcel other than the parcel on which the oil well is located. [(ii)] 50 decibels during nighttime hours between 7:00 p.m. and 7:00 a.m., measured at any occupied structure on a parcel other than the parcel on which the oil well is located. I. Spacing. 1. It shall be unlawful to drill any well, the center of which, at the surface of the ground, is located: a. Within 25 feet of any storage tank or source of ignition; b. Within 100 feet of any building accessory to the well, public street, road, highway, right- of-way or property line; c. Within 300 feet of any water well used as a potential source of drinking water; d. Within 400 feet of any commercial or industrial building; or e. Within 600 feet of any residence. 2. The minimum distances described in subsection 1.d and 1.e may be reduced by: a. A waiver granted by the city council; or b. Written notarized waivers granted by all owners of all buildings within the radius being protected from drilling. All waivers must identify the property address, block and lot number, subdivision name (if applicable), and plat volume and page or document number if on file in official county records. Such waivers must be filed, at the expense of the operator, in the Wichita County records prior to the issuance of the permit. J. Fracturing operations.It shall be unlawful for any person to conduct fracturing operations on a well during the nighttime hours between 7:00 p.m. and 7:00 a.m. It shall further be unlawful for any person to create sound during such fracturing operations that is greater than 60 decibels, measured at any occupied off-site structure, unless a higher maximum decibel level has been provided by the director of public works. If a higher decibel level has been provided by the director of public works, it shall be unlawful for any person to: 1. Create sound during fracturing operations that exceeds the decibel level provided by the director of public works; or PAGE 53 OF 133 PAGES AGENDA ITEM NO.8.A 2. Conduct fracturing operations in a manner that fails to comply with the special conditions established by the director of public works. K. Easements.Wells shall be serviced from an existing public street or a dedicated access easement. 1. A 25-foot access easement allowing entry of city personnel and other public safety personnel shall be provided from a street to the wellhead, tank, tank battery, flare and mud pits or any other areas where machinery is located. 2. The operator shall pay the city for any damage it causes to city property within 30 days after notification of such damage by the director of public works. 3. Once a well is plugged to remove from production and the site is restored as required herein, the easement may be removed. L. Floodplains.The floor of any drilling rig and the top of any well head shall be placed at least one foot above the base flood elevation in the area of any special flood hazard as such terms are defined in section 54-26. The base of any pumping units and oil storage tanks must be placed above the base flood elevation. M. Enforcement.Violation of the terms of this section shall be punishable by a fine of up to $2,000.00 per day, cancellation or suspension of the permit by the director of public works, or injunction. Prior to cancellation or suspension of a permit, the director of public works shall give the permit holder at least ten days' written notice, posted on the drill site, an opportunity for hearing, and at least one opportunity to cure the failure of at least ten days following the hearing. 6.5 Watcr. distribution systes a ver! by the �Deent of bli Dun Works an e��Hh Dcpartmcnt. �mTJ B. Firc hydrants, in accordance with city standards, shall bc installcd as part of the water or Tequired by the Texas Insurance Commission. of thc Codc of Ordinances. 6.6 Scwcr. A. All subdivisions shall bc provided by thc applicant with an approvcd scwagc disposal systcm. B. Conncction with thc sanitary scwcr systcm shall bc rcquircd cxccpt whcrc thc Dcpartmcnt of Public Works dctcrmincs that such conncction will rcquirc PAGE 54 OF 133 PAGES AGENDA ITEM NO.8.A unrcasonablc cxpcnditurc whcn comparcd with othcr mcthods of scwagc disposal. \Where ter. sewer system s ar�n installed--lhe d � for the system will be in accordancc with rcquircmcnts of the Tcxas Commission on Environmcntal Quality (TCEQ). If thc applicant proposcs to install a sanitary scwcr disposal systcm, thc plans for such a systcm must bc approvcd in accordancc with standards and rcquircmcnts ofof t�the—T De a ent TCEQ r pyi�or to approval of the final plat by the eth Commission. Unles, -en"4s-e advis edth, e--G-ity of Wichita Falls/Wichita County Hcalth Dcpartmcnt is thc authorizcd TCEQ rcprcscntativc. C. Extension of sanitary sewer lines shall bc in �n accords,.;cc iit, h apt cher 106 article ` I Extcnsions, of thc Codc of Ordinances. �� `" ` 6.7 Utility lines. , provisions shall bc madc to transition from thc roar of lots to the strcct right of way for alloy is pavcd. Whcn it is noccssary that utility linos pass undcr pavcmcnt, thcy shall Abe i�nstaalled to a point at least three feet beyond the edge of thvi--che pavee-mrrett . An cxccption to this rcquircmcnt cxists whcrc undcrground construction tcchnology (c.g., boring\ is i icon! at the i itility company's or contractor's option 4ll necessani i itilities for work within the subdivision. C. el Gepho e, cabble television and electrical utility latcral and service lines shall bc placed undcrground throe ighout neW-S-ubdM 6 for which final plats are approved subscqucnt to the cffcctivc datc of this subscction subjcct to the following conditions: 1. All electrical transmission lines, mi-reani rose electrical linos operated at nominal voltagcs of 60,000 volts or highcr, may be placcd ovcnccad. 2. Any elcctrical fccdcr linos, moaning those electrical lines that emanate from substations to rdistribute power throughout an area magi be placer! overhear! 3. Whcrc cicctrical scrvicc is to be placcd undcrground, cicctrical scrvicc for strcct or site lighting shall also be placcd undcrground cxccpt for the lighting standards. /1. Temporary electrical service during construction may be provided by overhead utility linos and facilitics prior to activation of thc undcrground scrvicc. Following activation of the undcrground permancnt scrvicc, the temporary ovcnccad cicctrical scrvicc shall bc rcmovcd as soon as possiblc. 5. The cicctrical utility company may plan and construct overhead lines on perimeters of cuhrliyis 8 r ppert�releph a and cable television lines ma econs�actted ovcnccad whcrc ovcnccad cicctric utility linos arc permittcd. PAGE 55 OF 133 PAGES AGENDA ITEM NO.8.A and cast reimbursement procedures for the installation and extension of their rccovcring thc diffcrcncc in cost of ovcnccad facilitics and undcrground utilities from ttrhi� Tor evoloper in accordance with Oho provisions of such i itility's approved tariff. No utility company shall be required to begin construction of undcrground facilities unless and until the owner or developer of the subdivision has madc arrangcmcnts satisfactory to thc specific utility company for the payment of such diffcrcncc between the cost of ovcnccad facilitics and undcrground facilitics. No plat shall bc approved without a certification by all electric, telephone and cable television companics that such satisf arrangem nto have bee lei. d to thTe �rpllat. The all not be responsible for any portion of s ch cost i finless the city determines that the owner, developer or consumer should not pay such diffcrcncc in cost and thc city rcfuscs to grant an cxccption allowing overhead construction. 7. All electrical, cable television and telephone support equipment (transformers, amplifiers, switching dcviccs, ctc.) necessary for undcrground installation shall bc pad mountcd or placed underground and the differ nGe in coot of sf ch facilitie8 ohall be paid to thc installing utility company in accordancc with provisions established undcr paragraph 6 [of this section]. 8. Nothing hcrcin shall bc construcd to require a utility to install undcrground facilities or any facilitics othcr than standard ovcrhcad facilities, unless the increased cost associated with thc undcrground or othcr non standard facilitics been paid to thc utility by the developer or the city prior to construction. to be placed underground or to prohibit the upgrading, reconstruction, relocation, or reconductoring of any existing overhead facilities with overhead construction. 10. Nothing contained herein shall be construcd to alter the intent of any utility Franchisc Agreement Ordinance in effect on the effective date of this section. 6.8 Surveying standards.All surveys performed in connection with these regulation-s shall be performed by a registered profcssional surveyor in good standing licensed by thc statc. All surveys shall meet thc minimum standards of profcssional practice promulgated by the state board of profcssional land surveying. 6.9 Drainagc. A. Whcrc a subdivision is traversed by a watcrcoursc, drainage way, natural channel or strcam, thcrc shall bc providcd an cascmcnt or right of way conforming substantially to the limit of such watcrcoursc, plus additional width to accommodate future needs as dctcrmincd by thc Dcpartmcnt of Public Works. B. Drainagc facilitics shall be providcd and constructed by the applicant in accordancc with chaptcr 106, article VIII, Stormwatcr Managcmcnt, of thc Codc of Ordinanccs, and as required by the Dcpartmcnt of Public Works. PAGE 56 OF 133 PAGES AGENDA ITEM NO.8.A 6.10Lots and setbacks. rcquircd hcrcin. Lots designated for stormwatcr dctcntion shall not bc rcquircd to front on a public strcct, but shall bc accessed by approved cascmcnts. Once so shown and described on a final plat, such lot shall not thereafter bc used for othcr than as intended ununless a ved by the Planning Division and flp�'�egt of Dublin Works Lettss separated from a ctrcct right of way by strip of land"ow`^n�c�d by: 1. A utility, uscd for thc solo purpose of providing utilities; 2. A pipeline company, used for the sole purposc of transporting liquids; or 3. A railroad company, used for the solo purposc of transport; shall not be required to front on a public street, provided that a permanent casement is obtained from the aforesaid utility company, pipeline company or railroad company, providing for vehicular B. Unless otherwise required herein, or allowed under Appendix B of the Code of building limit line or within 25 feet of the right of way line, whichever is closer. C -T-14e-are..a of a lob for the pi irposes of compliance w ham-egulation shall het e- et horizontal area within the lot boundary lines and shall exclude any street or alley rights of way, but shall include cascmcnts. dcdication, condcmnation, or purchasc, thc remainder of such lot shall bc considered as complying with the requirements of these regulations. E. Lot width shall bc measured bctwccn thc side lot lincs along thc minimum rcquircd front setback line, or the front lot line if no front setbacks rcquircd. absence of county requirements. Setbacks within the city limits shall be governed by Appcndix B, Zoning, of thc Codc of Ordinanccs. G. Setbacks within level one: Front setback: 25 foot minimum. Interior side setback: Five foot minimum. Exterior side setback: PAGE 57 OF 133 PAGES AGENDA ITEM NO.8.A 15 feet for single family or duplex residential use. 25 feet for uses other than single family or duplex use. Rear setback: For single family or duplex dwellings, five foot minimum from common lot line or one foot minimum from alley. the property line. If a lot has double frontage, 25 feet. H. Setbacks within level two: Front setback: 100 foot minimum from a U.S. designated roadway or interstate highway. 50 foot minimum from a state road. 40 foot minimum from other road. Interior side setback: Five foot minimum. Exterior side setback: 15 feet for single family or duplex residential use. 25 feet for uses other than single family or duplex use. Rear setback: For single family or duplex dwellings, five foot minimum from common lot line or one foot minimum from alley. For all other uses, five foot minimum. However, in no case shall the roof overhang extend over the property line. If a lot has double frontage, 25 feet. I. Should the project cross county lines or level of development, the most restrictive standards between the city and county shall apply to the entire development within tho city's extraterritorial jurisdiction. PAGE 58 OF 133 PAGES AGENDA ITEM NO.8.A any required dedication. K. A rcquircd sctback shall bc mcasurcd parallcl to and for thc cntirc Icngth of thc lot linc on the side of the lot for which the setback is being measured. No building or structurc the lot for which the sctback is be g-meashall he known ac the setback aran L. A required setback arca shall bei* t free of any building or str icture higher than two fcct. 6.11 Erosion control.Rcscrvcd. city limits and within levels one and two and those areas located of tside of level two , welfare of north central Texas, shall be subject to standards and regulations containcd under Chapter 6'100, Airport Zoning Regulations, of Appendix B, Zoning Ordinance of thc Codc of Ordinanccs and as authorizcd undcr thc Airport Zoning Act, Tcxas Local Govcrnmcnt Codc ch. 2'11. v �eq i� a reseen ens r abandonment of city proper Ter � A. An owncr of property undcrlying an cascmcnt hold by thc city may rcqucst that thc city abandon all or a portion of said easement license the use of city property or right_of_wa„ or exec�eaanreeaas en+ n cncroachmcnt on city property or right of way. property managcmcnt division of the city's Dcpartmcnt of Community Dcvclopmcnt and bc accompanicd by a fcc thc grcatcr of [a fcc cstablishcd by scparatc ordinanccl or the valuc of the rcqucstcd property intcrcct, with said property intcrest valuc to bc Bete ed by the sit prope administrator The sit property administrator may waivc thc aforcmcntioncd fcc upon a dctcrmination that: timc to rcscarch and dcfinc; or or grcater value. to determine the size or nature of the property or its value, the requesting owncr shall pay for the cost of s 4 carve y or appraisal or provide same PAGE 59 OF 133 PAGES AGENDA ITEM NO.8.A E. If thc city managcr dctcrmincs that thc city's intcrcsts arc sufficicntly protcctcd by thc proposcd abandonmcnt, liccnsc, or cascmcnt and that thc cxccution of said documcnt is in the intcrest of the city, thcn the city managcr may cxccutc all documcnts necessary to allow the underlying „r abutting property owner to utilize the requcsted interest in the property. to property intcrests owncd by the city. This scction docs not rcducc the right of thc city council to authorizer abandon a cit„ interest in properly Thy sec�is t adoptcd pursuant to Chaptcr 211 of thc Tcxas Local Govcrnmcnt Code. A decision of an official pursuant to this section is not appealable pursuant to sections 8 or 9 of this appendix to the hoard of a ljuotmen4 (Ordinance 38-2003, sec. 1, adopted 4/15/03; Ordinance 88-2005, sec. 2, adopted 11/1/05; Ordinance 56 2006, sec. 2, adopted 7/18/06; Ordinance 103 2007, sec. 1, adopteF 2/18/A7; Ordinance 21-A sec. 1 ppted A/1/08; Ordinance 29-2 A sec. 2,a ted 5/5/09• Ordinance Ar._7A09 sew 'l a ted7/21/09• Ordinance 63-201.0, adopted 11/16/10; Ordinance 10-2011, sec. 1, adopted 2/15/11; Ordinance 20-2018 § W.Responsibility for payment of installation cost. A. The applicant shall pay all design, engineering, material, construction and installation costs of all improvements required by this section unless otherwise provided in this section. B. In the event [an] applicant desires the extension of water or sewer lines to serve his subdivision, he shall bear the entire design, engineering, material, construction and installation cost of all border, off-site and on-site lines. The Department of Public Works shall specify the size of all such lines, taking into consideration the city's master plans, standard specifications, and anticipated requirements of adjacent areas of future growth which must be served by such lines. The decision of the Department of Public Works concerning the size of the required lines shall be final. C. The construction of water and sewer lines in accordance with city plans and specifications will be done by a contractor of the applicant or property owner's choice; provided however, that such contractor shall furnish a performance bond and warranty bond, executed by a corporate surety authorized to do business in the state acceptable to the city and maintaining in the county an agent upon whom service of citation may be had, in an amount equal to the total construction cost. Said bond shall be conditioned upon: 1. Completion of the entire construction in full conformity with the plans and specifications promulgated or approved by the Department of Public Works; and 2. Payment in full by the contractor of all claims for labor performed or materials furnished, in connection with such construction. All such construction work shall be subject to inspection by the Department of Public Works and/or the respective governmental unit as required, and no portion of any line installed in any excavation PAGE 60 OF 133 PAGES AGENDA ITEM NO.8.A shall be covered unless and until the construction of such portion shall have been inspected and approved by the Department of Public Works and/or the respective governmental unit as required. D. Should the Department of Public Works require the installation of water and sewer facilities of a larger capacity than necessary to provide adequate water or sewer service to the applicant's property, the difference between the cost of such larger facilities and the size facility required to serve the subdivision will be paid for by the city. Such facilities may be constructed under contract awarded by the city, with a predetermined rate for the developer's share to be deposited with the city prior to the award of the contract. At the option of the city, such facilities may be constructed under a contract awarded by the developer, provided city and state requirements are met. Under either system, the pro rata share of the cost to be borne by the developer shall include all material, construction, and installation cost for the size facility adequate to serve the developer's property. For the purposes of this article, the minimum size line required to serve a subdivision shall not be less than eight-inch water and/or sewer. E. All sewer and water lines constructed or installed pursuant to the provisions of this section shall, when completed and accepted by the Department of Public Works, become the property of the city, free and clear of all encumbrances. The applicant shall provide a maintenance bond on the public improvements for a period of one year after the date on which the city accepts the property. Each and every contract entered into between [an] applicant and a contractor for the installation of sewer or water lines pursuant to the provisions of this section shall recite therein the provisions of this subsection. F. No sewer or water lines shall be installed or constructed except within a public street or alley, or within an easement granted to the city by appropriate written instrument filed for record with the county clerk of [the] county at the expense of the person requesting the extension of existing lines. G. No lift station, sanitary sewer system, or force main shall be constructed as part of the sewer line extension unless the applicant agrees that he will, at his own expense, construct such elements in accordance with the design standards provided by the Department of Public Works or in the case of lift stations a design prepared by the applicant's engineer and approved by the Department of Public Works. H. If the Commission or plans adopted by the city council requires the installation of any street with pavement over 48 feet, the city shall award the contract for construction and the developer shall deposit his share of the cost of construction with the city prior to award of the contract. The developer's share of the cost will include curbs and gutters including median curbs as required, and pavement for a 48-foot street. I. In no event shall the city be obligated to proceed under the terms of this section if sufficient funds are not available. Nothing in this ordinance shall be construed as a surrender by the city of its control over the streets, alleys, public ways or public easements within the city. PAGE 61 OF 133 PAGES AGENDA ITEM NO.8.A J. No person shall acquire any vested rights under the provisions of this section. K. Withholding improvements until plat approved. 1. The city shall withhold all city improvements of whatsoever nature including the furnishing of sewage facilities and water service from all subdivisions, which have not been approved as provided by law and further, no permit shall be issued by the building official of the city on any piece of property other than an original or a resubdivided lot in a duly approved and recorded subdivision, except the building official may issue a temporary connection of utilities permit for construction purposes and only during the time of actual construction on unplatted tracts of land if the owner of such property will sign an agreement stating that he will forthwith start proceedings to have such property approved and platted in accordance with these regulations and further acknowledge his understanding that a certificate of occupancy and a permanent permit for connection of public utilities shall be withheld until the platting of such property has been so approved and recorded. The temporary permit shall automatically terminate within 100 days from its issuance date or upon completion of construction. The master plat must be approved and recorded within 100 days from the temporary building permit issuance date. The following is the procedure required for the owner of such property to follow before entering into a platting agreement: a. Cause an abstractor or lawyer's certificate of ownership to be prepared and furnished to the Planning Division. b. Cause a dedication instrument to be prepared covering the dedication of property for public use, as determined by existing ordinances of the city. All lien holders of record shall be required to subordinate their lien on the property dedicated for public use. These instruments shall be placed in the custody of the city and/or the respective governmental unit as required to be recorded by the city and/or the respective governmental unit as required in the county clerk's office of the county(ies) in which the project is located, in the event that the person executing a platting agreement fails to complete the platting process forthwith as agreed. 2. The building official shall not issue a building permit until he has received approval from departments having purview over the plat requirements. L. The developer or contractor shall furnish to the city and/or the respective governmental unit as required a maintenance bond, or an approved surety, for the percentage amount show below in section M based upon the total cost of improvements constructed or installed pursuant to the provisions of this section, conditioned that the applicant shall pay all costs of maintaining, repairing, and replacing any defective parts, workmanship, or equipment for a period of one year after the improvement is accepted by the Department of Public Works and/or the respective governmental unit as required. The said maintenance bond shall be provided before the city engineer and/or the respective governmental unit as required issues a letter of acceptance or approval for the said improvements. PAGE 62 OF 133 PAGES AGENDA ITEM NO.8.A M. Required Bond Amount Shall Cost ofbe % of Cost of Improvements Improvements $0—$100,000 100% $100,001— 75% $249,999 $250,000— 50% $499,999 Over $500,000 25% (Ordinance 20 20 18 adopted 5/1/18) § 8 through § 10.10. [Reserved.] 5 11 Parks. A. All applicant shall bc rcquircd to sct asidc land for park purposcs undcr conditions sct out in subscction B of this scction whcn thc mastcr park plan of thc city shows a park asidc in compliance with this section on the mastcr plat or preliminary plat. All areas cot acido location, area and typc of dcvclopmcnt. Thc parks and recreation department should bc consulted whcn developing thc mastcr plat so that fcw revisions will bc ncccssary latcr. B. Thc city shall bc granted an option to purchasc thc land so sct asidc for park purposes upon thc following tcrms. If at thc cnd of onc year from thc datc of approval by the area covcrcd by said plat has bccn at least 50 perccnt dcvclopcd, thcn and in that release thc same to thc applicant with thc purchasc pricc to bc computed as sct out in subscction C of this scction. If at thc cnd of onc year thcrc has not bccn a 50 perccnt dcvclopmcnt, thcn and in that cvcnt thc option shall continuc in full forcc and cffcct until said total area has bccn at least 50 perccnt dcvclopcd with thc city thcn rcquircd to cxcrcisc or release its option as sct out abovc. C. Thc pricc to bc paid by thc city for thc land sct asidc for park purposcs shall bc based on thc fair markct valuc of thc raw land as of thc datc thc mastcr or prcliminary plat is thc park land so purchased, including abutting strccts and utilities ncccssary to serve thc park land. PAGE 63 OF 133 PAGES AGENDA ITEM NO.8.A D. All applicants shall also submit on the mastcr plat an indication showing how the park area is to be developed in thc event thc city is unable to purchase thc property or E. All areas reserved for park land shall conform to thc city mastcr park plan as to general location, area and type of development. The city shall have the right to accept or rcjcct park land proposals as shown on thc developer's mastcr plat, at such timc as thc mastcr plat is brought before thc Commission for approval. The one year option period, which thc city has to buy thc land, shall bcgin with thc Commission's approval of the developer's mastcr plat. § q Penal provisions. If any individual (including any officer, agent or employee acting in behalf of any individual, firm, association or corporation) violates any provision of this ordinance, he shall be guilty of a misdemeanor, and, upon conviction of such violation he shall be fined an amount as provided by section 1-14 of the Code of Ordinances. Each day that such violation continues shall be a separate offense. Prosecution or conviction under this provision shall never be a bar to any other remedy or relief for violations of this ordinance. § 1 4 Enforcement other than penal. A. No permit shall be issued by the Health Department and/or Department of Public Works for the installation of an on-site sewerage system upon any lot in a subdivision for which a final plat has not been approved or on a lot in a subdivision in which the standards contained herein or referred to herein have not been complied with in full. B. No building, repair, plumbing or electrical permit shall be issued by the building official for any structure on a lot in a subdivision in which a final plat has not been approved or on a lot in a subdivision in which the standards contained herein or referred to herein have not been complied with in full, except in those situations described herein. C. The Department of Public Works and/or the respective governmental unit as required shall not repair, maintain, install or provide any streets or public utility services in any subdivision for which a final plat has not been approved or in which the standards contained herein or referred to herein have not been complied with in full. D. The city shall not sell, supply or allow to be sold or supplied any water, gas, electricity or sewerage service within a subdivision for which a final plat has not been approved or in which the standards contained herein or referred to herein have not been complied with in full. E. On behalf of the city and/or the respective governmental unit as required, the city attorney may institute appropriate action in the district court to enjoin any violation of this ordinance or the standards referred to herein which violation occurs within the city limits or within the extraterritorial jurisdiction of the city or as such jurisdiction is determined. PAGE 64 OF 133 PAGES AGENDA ITEM NO.8.A F. If any subdivision exists for which a final plat has not been approved or in which the standards contained herein or referred to herein have not been complied with in full, the city attorney may, on behalf of the city and/or the respective governmental unit as required, cause an instrument to be filed in the deed records of the county or counties in which such subdivision or part thereof lies. The instrument may state the fact of such noncompliance or failure to secure final plat approval and the fact that the provisions of paragraphs A, B, C and D of this section will apply to the subdivision and the lots therein. If full compliance and final plat approval are secured after the filing of such instrument, the city attorney shall forthwith file an instrument in the deed records of each such county stating that paragraphs A, B, C and D no longer apply. § 114 Modification of subdivision regulations. A. Where existing conditions require a modification from the standards and regulations herein contained because of a distinct and unusual condition that does not prevail on other undeveloped land generally in the city, the Commission may approve a modification from specific standards to permit the equitable treatment of the land or tract in light of the unusual condition. B. The Commission may authorize a modification from these regulations when in its opinion deprivation of use of land will result from requiring strict compliance. The applicant shall have the responsibility of proving that the strict application of the subdivision ordinance creates a deprivation of use of land. The following conditions must be present for consideration: 1. There are special circumstances or conditions affecting the land involved such that the strict application of the provisions of this chapter would deprive the applicant of the reasonable use of his land; and, 2. The granting of the modification will not be detrimental to the public health, safety or welfare, or injurious to other property in the area; and, 3. The granting of the modification will not have the effect of preventing the orderly subdivision of other lands in the area in accordance with the provisions of this chapter; and, 4. A more appropriate design solution exists which is not currently allowed in this chapter; and, 5. The granting of the modification is harmonious with the engineered design of the infrastructure of any neighboring subdivision. C. The modification may be granted only when in harmony with the general purpose and intent of this chapter so that the public health, safety, and welfare may be secured and substantial justice is done. Economic hardship to the applicant shall not be deemed to constitute a deprivation of use. The Commission may reach a conclusion that a deprivation exists if it finds that: PAGE 65 OF 133 PAGES AGENDA ITEM NO.8.A 1. If the applicant complies strictly with the provisions of this chapter, the applicant can make no reasonable use of the property; and 2. The deprivation of use relates to the applicant's land, rather than personal circumstances; and 3. The deprivation of use is unique to the property, rather than one shared by many surrounding properties; and 4. The deprivation of use is not the result of the applicant's own actions or actions of a previous owner or owner's agent. D. The request for modification shall be made in writing to the Planning Director and accompanied by a fee as set forth by separate ordinance. E. In cases where a modification was submitted in conjunction with a Final Plat, the plat is considered incomplete until the modification receives approval or denial by the Commission. Following the Commission determination on the modification, a complete Final Plat will be submitted to the Commission for approval or denial at the next available meeting. F. In granting a modification, the Commission may require such conditions as will, in its judgment, secure substantially the objectives of the standards or requirements so varied or modified and maintain the spirit and intent of the standards herein set forth. G. A determination by the Commission shall require an affirmative vote by six members to grant a modification. H. A determination may be appealed to city council by either the applicant or City Manager or his designee. Any appeal will be heardde novo and shall require an affirmative vote by five members to affirm or overturn the decision of the Commission. PAGE 66 OF 133 PAGES AGENDA ITEM NO.8.A Exhibit 2 iWSf TEXAS Rho-SW#ildee OppaortMm7'f PAVEMENT DESIGN MANUAL CITY OF WICHITA FALLS, TEXAS PUBLIC WORKS DEPARTMENT 1300 SEVENTH STREET WICHITA FALLS, TEXAS 76301 Approved by: Russell Schreiber, P.E., Public Works Director Effective Date: PAGE 67 OF 133 PAGES AGENDA ITEM NO.8.A TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 Purpose and Scope 2.0 DESIGN CRITERIA 2000 PAVEMENT STANDARDS 2000 Concrete Pavement Section 2010 Asphalt Pavement Section 2040 Alley Pavement Section 2050 CONSTRUCTION JOINTS 2050 Construction Joint 2051 Expansion Joint 2052 Sawed Contraction Joint 2053 Existing Pavement-Tie-In Joint 2060 Spacing Diagram for Joints 2070 Terminal Anchor for Concrete Pavement 2071 Terminal Anchor with Expansion Joint for Concrete Pavement 2100 CURBS, GUTTERS, AND RAMPS 2120 6"Curb and Gutter 2120 Standard Sidewalk-Handicap Ramp-Type 1 2120 Standard Sidewalk-Handicap Ramp-Type 2 2121 Curb and Gutter—Mountable 2121 Perpendicular Curb Ramp-Type 1 and Type 2 2122 Perpendicular Curb Ramp- Type 3 and Type 4 2123 Directional Ramp with Radius •Type 5 2124 Standard Placement of Accessible Ramp-Type A 2124 Standard Profile of Accessible Ramp-Type A 2125 Standard Placement of Accessible Ramp-Type B PAGE 68 OF 133 PAGES AGENDA ITEM NO.8.A 2125 Standard Profile of Accessible Ramp-Type B 2126 General Notes for Handicap Ramps 2130 Concrete Valley Gutter 2140 DRIVE APPROACHES 2140 Residential Drive Approach -Concrete Street 2145 Residential Drive Approach -Asphalt Street 2150 Commercial Drive Approach-Concrete Street 2155 Commercial Drive Approach-Asphalt Street 2160 Alley Approach 2165 Residential Drive Approach-With Mountable Curb 2170 Drive Approach-Rural Street 2180 Residential -Approach Locations 2180 Reinforced Concrete Retaining Wall -Integral with Sidewalk 2190 Dead End Street- Barricade Detail 2200 SIDEWALKS,TRAILS, AND CROSSWALKS 2200 Sidewalk 2210 Circle Trail Connection 2400 Crosswalk Striping Plan PAGE 69 OF 133 PAGES AGENDA ITEM NO.8.A 1.0 INTRODUCTION: 1.1 Purpose and Scope The development of this design manual is authorized by the City of Wichita Fails' Subdivision and Development Regulations Ordinance to protect and provide for the safety and welfare of the general public and to ensure the proper development of public infrastructure within the City and its extraterritorial jurisdiction. This manual establishes standard design guidance for pavement development and construction processes within the jurisdiction of the City and is intended to encourage a greater uniformity in developing plans for the City's pavement facilities. The design standards described in the following pages are intended to serve as guidelines for the development of pavement structures for local government review and approval purposes;however,the responsibility for the adequacy and effectiveness of the actual design remains with the design engineer and sound engineering judgment must always be applied Users of this manual should be knowledgeable and experienced in the theory and application of pavement engineering principles Any deviation from the requirements of this manual must be approved by the Director of Public Works or designee. 2.0 DESIGN CRITERIA: PAGE 70 OF 133 PAGES AGENDA ITEM NO.8.A g 0 6 G u I r.CT TO FACE E S'r CCN5TRUCPCN JOINT OR SA'M:i) 'JNCITUDINAL CONTRACTOFI J'Jr':.. 34E P.PPLCCABLE OE.TANA r -•-.IILI-;L1 NA:.:LIT,,i; 1...c",,,.,..e.R 12'(TIP or,,:, ,,,_Li.)- -- - .s'-u ANp JTT£°-LOCAL ,r-',ILCNTIAL SMELTS ONLY.SEE l 'I 1 f•"": •.''.J.i.•: Y t:..':Il;: ,r•'r"UCABLE DETAIL. SEE AFFLIGAIILE'AAA.L lIF r7 ! :,',L.' .ter . ,r� Jf J/' i ;` -�. LIME ST04811_I2E0 Sl18CRADE 11FlydFC.CED,_091,;uLrs A'AvEIWNT. (1TEM 301•2)COMPACTED Ta -3PF-. el�.:ii• •5 1.'I OFPTM• TS%ASIA1 0-606 Gt_NEERAI.NOTES ii C;I'+STRLIGT EX:PRNSr['M ANG C'Y TRACTION JOINTS AT INTERVALS''?JirrYITJ ON SPACING DMiCR.w F0 S iq •47441.5 SEE APPUCATLC DC:A'!_-. 1`2 2- ALL LONCRETE 1.01'.7 R•'C'.T5 `C.(CCMPRESSA'E STRENGTH OF 3tiilp PSI•26 DAIS). zl3- SEEE PORTLAND CLD,E,'I C'JNCRE1E PAVEMENT.TIER 303 OF ME STANDARD SPEC¢TCATIONS, pdi6 4. ALL E,FOSLD CCF._n2 IT. aD?FACES MFFST BE CURED iN ACCORDANCE WLTN ITEM 303.5.7 OF T•HE ct AH:.A.RI)S"c:':I.-,•::a•Ir•:: II2 N! :n BA f7•i IL, r TT C C' lr TAF 'II..T;T RI ) CF_.I '•*A1 LINE MUST 6E OOMPACTET P]BODE OF ASTM 0-TSR. It!S v 0. SUS+:R:bi F'REPA(IA11 v,1 h4ll'ai .tdre=t5' of LIME SfABtLYZATILIN IN ACCORDANCE 1DTN ITEM 301.T OF fICT-EPn,.n 1DA D SPEGRL4 ri,:,;. ,,r:'F t'LJ AT A RATE OF 30 LBS./SO-YD.,COMPACTED TO 95T.ASTM a s S 7. FLEXIBLE BASE OF SAME THICANESS MEETING REQUIREMENTS OF ITEM 301.5 OF 111E STANDARD SPECIF1tARCOS MAY BE SAISS1TSTED FOR LUTE STM UL12EO SIJIMA0E. A STREET CLASSIFICAT E5 STREET 1MOTId PAVEMENT SV96RAOE STEEL. THINNESS THICKNESS REINFORCING6111. J v a E LOCAL RESIDENTIAL STREET 30'FACE TO FACE G'CONIZNETE 5' TREATED SUBGRAOL /4 BARS 0 TB. D-T-E-R, b LOCAL INDUSTRIAL/COIAM£RCIAL STREET 16'FACE TO FACE r CONCRETE D.TREATED SUBDRAD@ IA[TARS O le O.C.EW. S. fr THAN 0 4 MINOR b MAJOR COLLECTORS&ARTERIALS FACEATTO F Sr-. Er CONCRETE r TREATED SUBCAADE 05 BARS OrleO.C,E.W. `rg▪ a CONCRETE -§I PAVEMENT SECTION a NOT TO SCALE AO V 5 CITY OF WICHITA FALLS.TX c0N110ETO /"$ PAVEMENT STANDARDS ENGINEERING DIVISION PAv lrWfSECTION E— Si P1 #IBER 2023 DETAIL Na. 700 PAGE 71 OF 133 PAGES AGENDA ITEM NO.8.A 0 1 z 8 g W .. -. STREET WIDTH FACE TO FACE DPTOMRL Mn..,,I'nr+r.• .,!:n AND TYPE©H.t.1,A.C. CUTTER.LOra'. PrE.r:r'w'I.S.I. ELIWAEf(ITEM NJ7-7y t2"(TAP BOTH SIDES.) STREETS Oft, '::1, ,P.1 GABLE. DETAIL 6`CURB !CUTTER DETAIL SEE►PPIJCAELE DETAIL_ I/M IIFT fire/FT .6...% ,."),."..K....;,,,, 'f\ am{ F'/r�}f / -- a :/, � ` l 7I a \ }� I'``" /"i v- e f,_,, f,�L.Ar }t A.:Alai;) ;:I CAI 301)_1I ""'c P::li nc. PRIME COAT(ITEM 302.7) CCMP<:TEr., Ir-:r...A::FI: C-6B6 (.IrtN 302 g) MC-30, 0.7 GAL/SO TO MIN, At f -'.;Fr.SI •,..,1I.5. F. 4 A I •,-r^C:.I AC.:Y: n1F HMAC MUST RE YMTHIN t/4•TO 1/Y AI ME TOP OF UP OF CUTTER. - . •.c=k.,I-I P-,:C l&Ew r, i rl,,, COT OF THE STANDARD SPEpnCATIpNS. •....i:^:rlIJ. r:;1;N: 'JkIJ I.; ;;111:6 rD RICw1 Cf. MAY LINE MUST DE COMPACTED TO SOS OF ASTYf D-DUD. 'i :-J3 GRADE F'CErARAIiGN MUST CONSIST 0. LIME STAR"LTeATICN IN ACCORDANCE 1MT1d ITEM 301.2 OF THE ¢ ` ' 'STANDARD SPEGFICATICY::,. APPLIED Al'A C;,,TE Ci 3G,_C G./SO.YD., CIMAPA01ED TO f15R ASTM 0-E9& _. kT GXIULE 7ASE CE SAME. THICKNESS,MEE TIN,:Rt:Ol11'IE•IE1ITS DF ITEM SOLD OF THE STANDARD .,Pr CIPICATI]NS,MAY RE.SURSTI1UTED COP I..Ill 7,!.EOIL!.Jlfi SUDCRAOE_ tc i DIE.TYRE'6'ASPHALT tINCER rw- C,- p e,;e, c:!rrER MAY BE EWAINATED BY ADDITIONALMT{IiNESS OF 111 CONCREI£ia1TTED TO HAT,I SFHGI ILT-•:.v1Is>4r TCCIION. Elm -(j' SURFACE COURSE BASE COURSESOBIiiRDE STREET CLASSIFICATION TIVICTGNE55 THILyd�1C55 THICKNE'S5 Ong' . L.fi'l LOCAL RE90FN7A;, STREETS 2-TYPE 0 H.M.A.0 4'rat U H,M.A.C. 9'TEEMED SIIDDRAOE s a LOCAL INDUS-Mk '.i':MMFRCIAl,STREETS 2.TYPE D'H.1.L C. M.TYPE 9 H,M.A.C.. B"TREATED SUBSFAIE r ARTERIAL STREETS a R�R MANOR et MAJOR COLLECTOR STREETS PT TYPE D N-MAC_. M"TYPE M N_LLA_C. 9' TREATED SUBCNA➢E U «5c 2 A 0 R. ASPHALT ae PAVEMENT SECTION NOT TO SCALE AZ £ I x 5 e I;1 I '1 1'-.:it IA i'r+.; %:: ASPHALT &'a a PAVEMENT SECTION i4. PAVEMENT STANDARD 1-;.L,INkERING DIV1S1()•, zi•kS SEPTEMBER 2LT7 . DEAN.NO. 2014 54e PAGE 72 OF 133 PAGES AGENDA ITEM NO.8.A a r W S n t"(SYP.} _.._,_.. 10.I TYP.) _� A" l!'re; WORKING SPACE KoDII1:':4.7 _I1 ACE BACISFILL TOWARD ALLEY - O 1/A"PER FOOT I- 1' 7 MIN. THICKNESS-� 1 6- MIN. THICKNESS ppI 1 _ • 4 �. �... •..A— _e \\._ /4 BARS 0 12'O.C.E t BEHD BARS y:=w'.I BANS PLACED AT I/2 LEP171. :LOPE.OF ALL r 6'LINE STABILIZED SUBCRAOE i.: (1TLv 301.2)COMPACTED TO 95X PORTLANO CEMENT 1 ASTL 0•698 CT3HCREJE PAWSMEHI1 N GENERAL NOTES: 1 E 1 1. SEE ALLEY PAVING ITEM 393.6 OF THE STAHOARO SPECIVTCAfCNIS i. ,7 2 51J8 CRHDE PREPARATIOFI°LIST CONSIST OF 6 on STABILIZATION IN ACCORDANCE WITH ITEM • 3121.2 0P THE STANDARD SPECIFICAT10N5..APPLIED AT A FATE OF 30 w LDS./PER Sp. .. 'e.T' T 4 ICTEO TO l5X AST11 0-8llR. ELL$ °e 3• 6" iu01.,E5 OF FLE%'BLE RASE MEETING THE REQUIREMENTS,GC ITEM 301.5 OF THE STANDARD d E SPECIFIGAS1OHS.MAY RE SOBSTTLI TED PCP IIMT: STABILIZED SUBORADE. aSa° C c 6 4. ALL.CCNCRETT MUST BE ELASS'O"(COMPRESSIVE STREN{JTH OF 38D0 PS 0 26 DAYS). S.=+. 5. ALL ONC S1 EXPOSED CRETE Rf ACES MUST HE CURED IS ACCORDANCE Alp 11EA 503 5.7 OF THE 4`'}f STASIOARO SPECIFICATIONS ";u 6. E'VPANSION JOINTS MUST SE.PLACED Al EACH END OF THE ALLET AND AT MAX. SPACING Cc SCO'iti ':H. ',1 7 RACEFILL .4D.I6.CENT TOTOIICRTE,E EDGES TO A MINIMUM OF ROT STRNOAFT1 FFOCTOP IASTM 0-S4P)III 61 INCH UH13. -5 *J 8. N71.1STRUCT SAWED CONTTIACTIFIN J31NT$AT 15'INTERVAL$ °$C IT a. iz abA e ALLEY :325 PAVEMENT SECTION ..A F ROE T7 SCALE ��5 �a ==i r (1TV C.1F WIC HITA FALLS,TX ALLY nPAVFl,.1FI•.T SF,CTlllT. PAVEMENT-STANDARDS ENCiINt ERINC EUVISION `'1Z E SEPTEM ER 2023 DETAR N0 2040 PAGE 73 OF 133 PAGES AGENDA ITEM NO.8.A q 4 xti q ,i0WT SEALANT I/A'AELJW SURFACE.SEE K TkDDT RUOLICAT1oN OMS•5310,USE.A CLASS 1/4` y 5 OR CLASH A MATERIAL F if ir.04 yr 1/4 MIN. CEPSI CLOSED CELL EXPANDED ROL1'ET11`ALEINE FQAM1 BACKER R00 JOINT SEALANT RANT SEALANT 1/6'TC BELOW SURFACE,SEE ixPOT PVBUCAMON QM5-8310,115E A CLASS 1/4 S DR CLASS A MATERIAL. DEPTM1 _ a jc.-g dEPTM • 1 • • , • A x I x FIRST PCLIR 1 " SECOND POUR 1:1 L . . i ..c, 7g ) ,;<X+i N A V S /' 18"INN OVERLAP pegnµ h a i >4 ▪ 3 15 g 8 GENERAL NCO LS. I. "SEE CANS1RUC1MN.JOINTS.ITEM 303:5 4.4 OF THE STANDARD SP'ECIFICATONS. 21 ilk r5▪it $55 P c Ism. +� qSt C i STR1.(_I ION JKi)INT a I▪gi CITY OF W1CHITA FALLS,TX GnNRTRIicTrnN InTNT 'i PAVEMENT STANDARDSlii ENGINEERING DIVISION SEPTEMBER 2023 OETVL Na. 2050 PAGE 74 OF 133 PAGES AGENDA ITEM NO.8.A T • ,8' A'1 F.'FFCYlll O ELEf'✓`I PCD 11 '_'•1D JOINT SEALANT 1/a-aELO#SURFACE, JR SEE TOOT KEILICATION. SMC,Yi©.a §, DN$-6310r laE A CLASS 9 GB CLASS a CREASE OPPOSITE ENO Al la'C.C. 1/r NYH. • oEVRtI DEPTH ti 1'CLEARANCE -•-- t€a t... `? 1/2"REFLE71.RUBBER EXPAIYS J0I14T MATERIAL OR CLOSEO CELL EK1RUDE0 POLYPROPYLENE F'Ffar: JOINT MATERIAL 174 GENERAL 1- SEE UPI.N;l Yi Y.',Il174 IT:VA ;.01 4 THE 51ANDARO SPECTFOATION5. 2. OOu,,5aF..5 .IY1T FE. nCEOJA TEL S:nCEO 1M:Y DD EL B,ASKE13 ASSURE THEY Y1RL MARI♦'AINI;O PIPPEl,pl;;';L ter' •Ct:.LL'LLL i0 JONI ODklNC PLACEMENT OF CONCRETE. at 2 llktt 0 CE 6 b •k r EXPANSION JOINT .9 NOT TO SCALE ro os - s CITY OF WICHITA FALLS,TX �rbe> P AV EMENT STANDARDS ENGINEERING DIVISION + 7 E SEPTEMBER 2023 OFTAIT NO. 2051 PAGE 75 OF 133 PAGES AGENDA ITEM NO.8.A a t q g JOINT SEALANT IN BELOW SURFACE,SEE TOOT PUBLICATION DMS.-6316.116E A CLASS i-l/4 5 OR CLASS A WTERIAL 1A Q - • _ 1 A q 1/4 DEPTH CLOSED CELL EXPANDED n u POLYETHYLENE FOAM 0ADCER KO JOINT SEALANT JOINT SEALANT 1/a'SCUM SURFACE,SEE TyDOT PUBUC:AT1OI4 17MS-S210.USE A CLASS I/a 5 OR CLA55 A MATERIAL I &PTM-1 'r Pri ... 4 : : , C le, o r.o4 a 1/2OEPTM 11E CVNTIMUWS REINFORCEMENT L4 O F. Sat. SJ Is ;' W GLNERA'.hOTLS. k k I. SEE CONYRACTNA.KITS.[TEM 3OJ,3.4.2 OF 114E STANDARD SPECIFICATIONS. a1c8 i F �a_ ice$ SAWED CONTRACTION JOINT 8.2 S tUCi IC SCALE 9 2 ear a 5`k CITY OF WICHITA FALLS,TX SAWED CONTRACTtON x 8 PAVEMENT STANDARDS ENGINEERING DIVISION tLtilitiz N v i''' SEPTEMBER 2023 DETAIL MO. 2052 a a� PAGE 76 OF 133 PAGES AGENDA ITEM NO.8.A o JCINT SEALANT 1/a"RELCW SURFACE.SEE 1/4* INGOT PUBLICATION 0MS-63TO,USE A CLASS - I 5 OR CLASS 8 MARERAF1. 1/4 i MIN. DEPTH 0 ICLOSED CELL EXPANDED w POLYETHYLENE EOM BACKER ROD d JOINT SEALANT JaMT SEALANT 1/a`TO BELOW SURFACE.SEE O PUBLICATION D 2-431O MA USE A SS Till5T OOT B ClAS5 a MATE►TAL ocOrril 1. M DeLT ,7—.., RST POUR ; SECOND POUR lit REINFORCEMENT "13CCNTENUTX/S "YIN.OVERLAP' DEPTH USE WHEN EXPANSION JOINT IS NOT REQUIRED Y2 s,6 IC Ea SupCTN BARS AT IC O.G. JONT SEALANT fie BELOW SURFACE. n GREASEE'N IN A THIS 6[CEHTERE6 AB) r SEE ToO4T PU9LICAnO.. �� CWS-83: U5E■ CLASS 5'GO CLASS B. It Co.1W. ORIL7..1/2- X 10' Hai FOR v 5..1 S11UG FIT CF OOW L v n y e o R , 7 iliir . '• • . DEPTH e _ a opt tl ''" NEW CONCRETE.PAVEMENT EXISTING CONCRETE PAVEMENT _ ,,,,.., L lg 1f2"REFLEX RUBBER EXPANSION 1"CLEARANCE Till JOINT MATERIAL OR CLOSED CELL EXTRUDED POI..VPROPRLIE FOAM .EE. JOWT MATERIAL -§a USE WHEN EXPANSION JOINT IS REQUIRED 153 5.it I1 GENERAL NOTES: .b° 1. IF EXPANSION J 1 IS NOT REOUIRED,INSTALL PER CONSTRUCTION JOINT DETAIL. II i 2. SEE EXPANSION JOINTS,ITEIi 303,5.4.2 OF THE STANDARD SPECIFICATIONS. v.4§ EX1STINIl PAVEMENT 1 a6 TIE-IN .1t_>INT Tis r1Gi fG S:'4I.C... 25I . CITY OF WICHITA FALLS,TX F.7cls iNCk PAVFTvIFNT 1.1 PAVEMENT STANDARDS ENGINEERING DIVISION ITE4NJOINT SEPTEMBER 2023 DETAIL NO, 2053 PAGE 77 OF 133 PAGES AGENDA ITEM NO.8.A i 0 MINOR COLLECTOR = LOCAL INDUSTRIAL/COMMERCIAL ST. q LOCAL RESIDENTIAL ST. CpiSTRVCnOH JOMTT EXPAND: JOINTS I!a: {SPACE ,:i +x 1A. lui:ur LOCATE AT OR LONGITUDINAL. . RAIERS`Cri5v 2, is .k P.i.'S. :,,,. IsE-SACS d,NNUCKL€SJ CONTRACTION JOINT. , S r RICMT T rrA'� SAMEO TRANSVERSE S J ....... CONTRACTIONS JOIN IS rl■■ l.■■■' ■■■■ ■■1 ■■ 11 s ■■ ■ ■■■ 1 ■■ Ell ■11■■E. 1 CONSTRUCTION 40INT OR SARD TRANSVERSE �i. \R104T OF WAY tONCITUDWAL CONTRACTION CONTRACTIONS JOINTS JOINT.EVENLY SPACED. ' En 30,-36. it, RYCHi OF Nikiiiii,.... SAWED TRANSVERSE CONTRACTIONS JOINTS LOCAL RESIDENTIAL ST. LOCAL INOUSITOAL/COIAAIERCIAL ST. MINOR COU_ECTOR €'VIt 3 TOR _.-4 a0'FLOwJNE RADvOS AD'FLOWUME RADIUS -�p{� 2 - - I EXPANSION J17NT i r • • ESL' TO'N Sol? FDt7AN910N J0IM7 II 1 I I MAMMON JOINT ..r.r CUL-DE-SAC MIME W fiz GENERAL NOTES. aqv e 8 I. SAWED TRANSVERSE CONTRACTION JOINTS MOST SE SPACED AT 15'MAX.SACMNO, I SPACING DIAGRAM FOR JOINTS S s. NOT 70 SCALE a s i CITY OF WICHITA FALLS.TX SP,A I .,.•I, . ,. bats i`o PAVEMENT STANDARDS ENGtNEERJNG DMVI5ION E5 SEPTEMBER 2023 DETAIL Mo. '2Il ;U I PAGE 78 OF 133 PAGES AGENDA ITEM NO.8.A 0 jg a k 1 u E s 1 I i x w n c r sl w IL- i k \\\LI t 'F jr r• e ,� r r r r PAVEMENT D. —r IIPALEMENT SLAB STEEV. I I SLAB STEC[. 3. — r -1 .*-3 -"'-----�'r it I I 3.-O• r I r J I i 1 , .�- I •! s 15 BAPS S-, nc Y frC CLEAR J' � i� f,S TRANSVERSE BAR a • - (TYP.OF B PER ANCHOR) E a e GENERAL NOTES; C'J E y^E 1. DETAILS AS TO PANEYENT SLAB MOTH. THICRNE55,AND EHDYM CROSS-5r_twE MUST BE AS 9POVI4 ELSEWHERE ON THE WARS r Y. THE cOPci}c*E PAVEMENT SLAB MUST CpNBNUE ACROSS THE ANCHOR LU as OS AS SHUN14, `yr 2 3, RnNrOBUN::1-U i 114E ANTHOR LOGS MUST BE STEEL CONFORMING TO =' AS-D.,I::.'-Pala iCsr. S41S.:.n#CE Co CR A-BIE,ERASE BO. ALL S lilt IN .`1C`1 WE: Ald Glw4'I'n41 SI..AH'10,..IS[ 14 J5 BARS. 4. SA*CUT MI..,+SVEASC CON T.ACI Cw y)41-7.:u'LL NUT BE PERMITTED YATNN+ THE LimEr4 OF THE nN0N0F'.P'^S'•^A14a4HJ7 n-E APPRQVµ PF THE EPM.IN°.ER. 12 C h 5- MR '- OOC ic_Fnyr.7ENT SECTloP IL SEE APPLICABLE DETAIL.. a_ =o o i4i$ $ TERMINAL ANCHOR FOR CONCRETE PAVEMENT ETd ,C a NOT TO SCALE aZiT e-a �"0 CITY OF W ICHl 1-A k-ALLS, Ix I L.P;a1,:,.:.I. .4,,.II,,I,P::I '' PAVEMENT STANDARDS ENGINEERING DIVISION CONCH ET PAVEAPI P-.1 5' - SEPTEMBER 2023 DETAIL Hy. ?1)'Rl PAGE 79 OF 133 PAGES AGENDA ITEM NO.8.A F l a a r, U 6 5 I•_A_ E10'ANSICN JOINT Merry Tg' Q A.+ /A SMOOTH DO EL BAR ✓ QH le GEN ER DI 4 x IWw N _ • 4 N:- I r i El \\\_ . f 1 a' k PAVEMENT - 1 PAVEMENT SL.AD SlEEE I I SLAB STEEL i y� R. • N' 3 O' I •I e II I i .Y 8 g BARS• J y,^ 7'C-C CLEAR c ; L TRANSVERSE BAR ='e 1•_� _ (TYP.C€8 PER ANCHOR) C I Fa . GENERAL NOTES: 4 I. DETAILS AS TO PAVEMENT SLAB Wpm.Tt'�IC'RNES5, r.NF cRQV,FJ $' CROSS-SLOPE MUST BE AS SHI?WI ELSEVA{ERE CA,TWE I'LANS. nk$ 2. REINFORCING FOR THE ANCHOR LOCI, �U5T EL SSELL cONFORMNG TO ASTM DESIGNATION ASI5,GRADE Au :1•? ,-co.ry• GRADE GO. ALL STEEL tk v°S LLWOS AND SUPPORT SLAB MUST BE IT.IA1i:. WYn V' 3 SAWRJT CONTRACTION JOINTS MILL NCI SE PERMITTED MITHHIIN THE LIMITS OF THI: ANONOR LUGS MITHOUT THE APPSCIAL OF THE ENGINEER. 4. SEE CONCRETE P ION PAVEMENT SECT AND EOPAN5ION JOINT.SEE APPLICABLE a$ DETAIL. "6 5 al n': TERMINAL ANCHOR WITH EXPANSION JOINT I LL' FOR .15 CONCRETE PAVEMENT -i a. NOT TO SCALE -,sr s`8 CITY OF WICHITA FALLS,TX TERMINAL ANCHCTR WITII EXPANSION '`§ PAVEMENT STANDARDS ENGINEERING DIVISION JOINT FOR CONCRETE PAVEMENT ," SEPTEMBER 2023 DETAIL NO. 2071 ag.sb PAGE 80 OF 133 PAGES AGENDA ITEM NO.8.A I 0 P a 0 m 2 1 —1�4'R & M_6. BATS 0 tp'C,C. 18' 2><�TYP. — 3 EA.-/A ' \�.. h`''''' BARS CONT. .}"R �,� 311" y• .. :':, � Fr 6' N . i✓ 6' • BAcxrau.,»TW$L1TTAm,E I�: LAATERIAI LONPACIFA fl R F;'6:aT TO 036 A5T 1 D-648 - 12- AN1)DRESS fRON.BACK r Rll]i F-pF-WAY LINE `... - ; �� �. T f 5 E I !' 12' ii f—ill A ,P_rt A i f,AS` N!17 COMPACTED TO asX S PER AsINA D-ase Z p 6 a C L,i i.;F.4..:1L i,l J 1l'S 6'b 1. DOWEL REIN1OPC—1 r 6- uT^r.•',i NI;CURB AND CUTTER. Ii3j 2. C01.6.l' ' I. r,Ipli JONTS AT 236'ON CENI?.4 rrlT i _ft1*NS,PT5 3 PC_. ,.i1V ;..•.:h=.,4, .1. .._.rrc; S 3 SEE GONi:It1.IE LLRB&yIJTTER, MR JOS.1 OF THE STAND.-..)21.V:3 CATION5. 8i A. ALL.GONCRETE MUST 6F CLASS"C-[CAUPRE551VE STRENCI4 CIF 36OD P51 TA 26 OATS). jit 5 CANr1 wI I.11,n3 F!f +U' 'HITT'L A5 cAA ACTED WIECRADE 3,,,H€I ALL BE ALLOYED FOR LEVEL-LFP ONI:, (2"NM.}. t 6 MATETI PAYEARENT TMICNNESS WHEN PL AcEO NONOLFTHIC 61-64 CONCRETE PAVEMENT. T, PRONDC T.CUTTER DEPRESSION ;S aB° e a -� V$i 6" CURB AND GUTTER 'may NOT TO SCALE 'e4c 5= I r I 1 IT Ill k I I + .1 o o' fi'G7fRi�AHD Ci[IT'Y!"R I. ).d1 F I '.;II!,yP 1 . l •f+J }. } , I:I+f' a%g d gg 1 D F TA II No '.I-'.{y PAGE 81 OF 133 PAGES AGENDA ITEM NO.8.A V 6. 3 ,� iAw p •i — :iLf:1lr]IA - Wf+ 3 fLLIVE.P. I:'.LF' STEEL u• R;I'Or r-HMO al 101? /r T,1a`R 2x(f�'11 HA$.CENT FlLDW LINE -1fY'R '�S ��` ...-;} C,. h #CVTTER '' f ,/ �� .,.,S i c'..;4*v,L>C <.> A .h!L A1TH SollA.1G ROADWAY • •, ▪ • '+ ? L.., M.IEIlA Cc4iiMMIE❑ 1•• T 0Ti% S M L.-F,.Sti 0. a- �'y _ • • ry ry +Ll•Y�� cNO f.c:F_S FF11M fiA1;X tiS 12• .l:•>i 19.1 Cd<r Cn''e:AY 1.ir+r �L n� F r. \�i, ti ▪Y1'�T'--'4Y4 : ifr (/4 / / / x,,t;ti - r l :*:\/v\<r . ,,,, ��•.L•.�.r,v,`f' :.envS ,,,\, t.vt,. 9. 3.. �.. __.._.Ty,.. t.1 SUMAOE(PER STREET ...)A' CLASSIFICA 1I0N}COMPACTED TO 81 14` ems O 18'O,C z C GDR A5 PER ASTA4 D-488 I $- g „a ;;aw q y. E GENERAL NOTES;. P❑8 I. DOREL REWFONCEMNT E G'INTO E515T1MC CURB AND SUTTER - 1 am* 2. CONSTRUCT 1/$•EXPANSION JCANTS AT 250'CTM CENTER,INTERSECTIONS,PTS&PCS.AM-2 CONTRACTION JOINTS AT I"4• IV ON CENTER. $ 3. SEE CANGRETE OURS&CLUTTER ITEM 305.1 OF THE STANDARD SPECIFICATIONS. �� f4. ALL CONCRETE MUST DE CLASS"C'(COMPRESSIVE STRENGTH CF 3500 PSI M{28 OATS). }} $. &AID TRLL NOT BE ACCEPTED AS COMPACTED SIJBCRADE SAND MU BE A J OWED FOR LFWFL-UP CM T (2.MA,.). a g H. MATCH PAVEMENT THICHNESS 4TVJ PLACED MOMOUTHIC Will CONCRETE PAVEMENT. 3 Y 1. PROVIDE Y.CUTTER DEPRESSION `85 LCURSi AND GUTTER MOUNTABLE it NOT TO SCALE Cs dos .§.o • 3` CITY OF WICHITA FALLS,TX CURB AND GUTTER ;°g PAVEMENT STANDARDS ENGINEERING DIVISION MOUNTABLE E� SEPTEMBER 2023 DUAL Na 2121 ®Eat PAGE 82 OF 133 PAGES AGENDA ITEM NO.8.A i p PVARIES "-I EXPANSION JOINT 1 i I I I I EXPANSION JOINT * I1 1 I II It I 1 I I R.,s'WIN,FOR RESIDENTIAL ki E B"CONCRETE MIN f4 BARS STREETS AND 20'INN,EQR V p t6" D.C.E.W. MAJOR STREETS I rF CROWN IS 2.OR LESS.II-ID' 1 al MI I, 1f IF O II IS GREATER THAN 2',X.20 S5'R 1411.1. rN- /-' .,,.., , . - , _ ia'. 1000, EXPANSION JOINT MAINTAIN GUTTER EXPANSION JOINT LINE DEPRESSION INTERSECTION VALLEY GUTTER TRANSITION DISTANCE - SEE TABLE r ff #4 SOS o le 0.C.E.w. r-i STREET z T-I/a•-OM LOCAL STREETS .. 5.ON ALL d1HER MFJOR STREETS x Z OR AS aIREC1FA BY THE LYT1'ENCNEER g r,• r, ! 7 _ .....r_i ,UTTER UNE P tE / S 8'FLEM9ASE OR 5"UME STABILIIEO x 5 SS AS E ITEIJ.T01,2 F AT AEp 1E .9 d 95%ASTM 6-Q9B,a t�ED AT 4 RATE 1Q'ON RESIDENTIAL STREETS E a= OF .10 LH5./SIM. IT ON MAJOR STREETS III cRoma QF TRANSITION (m,) DISTANCE(R.] h Cr_ - Cr iU R 1 r ,Q' if▪ L S 5p s` M[DSTREET VALLEY GUTTER �� _r Is V .s. tiE.vl..h.a.L.'.'r]ik: Ire a 1. Ale G'.4:-.W F 4Ue':F C;r.,i'•."C°(C1SIPRF,S'IyF [TfiF1{C'H•'C' 3 X...PCI O Mi IJAtiC) o -g. 2. Au. E'+:P:J iEO C•JIICRFTC SURFACES 1AU5T BE CURED IN ADCCCD/NCF, WC1 'T,314 M03...7 TC:F INF STANDARD SPECiF1CATIONS. gs§§ CONCRETE A 2 VALLEY GUTTER �o_ NOT TO SCALE S Ub gig!p CITY OF WICHITA PALLS,TX GQNCRT:TE tqq z.1.114 ? PAVEMENT STANDARDS ENOINIiERING DIVISION VA[.LEYGUTTER g E$ SEPTEMBER 2023 DEFNL No. 2130 Ll lr•q PAGE 83 OF 133 PAGES AGENDA ITEM NO.8.A i I- g NOTE- — ..... kM ROPE SIDEWAUG AS NECESSARY TO MEET ADA REOUIREMTNTS 12'.O"MINIMUM (TYPICAL KITH 9CR) — MOTH OF DRIVE (SEE NOTE I) .}(i'_0- MAX, T: g u s 3 5 lir EA'PAN10N Fr-Er w 7 A (XH ,1T 3 SIDES AImo')ROW Row --/ !t S' STANDARD+' I SIDEWALK S w . }1 7'R.MEN. 5 71 MN &I 7 d' , , }j EXISTINCCURB CONTRACTION JDMT a —�.. � TTf f I\\_ TO REMAIN SECTION OF EXISTING CONCRETE 114 A STREET TO BE REMOVED TANGLY FT T1Fir,CURB FELL. DEPTH AND PLAGE EXPANSION MANTAIF CUTTER .OT IS MATH 1PE`14 DOWEL BARS LINE DEPRES9C41 SMAUT CONCRETE STREET ,HID CURE(TM BCTN SIDES) FULL DEPTH AT 12'FROM PLAN SAOK OF CURB I, 0 SLOPE DRf1X:WAY AS R S' WALK MAX SLOPE NECESSARY TO MEET'^-{ ,- I-1/2'PER FOOT i B ADA REOVlREHENDS •APPROACH TO FLOAAUNE 24' MAINTAIN SITTER $ EXISTING CURB TO VHFI7TFRE$yOH BE REHOVED Mr2'EXP.JONFT SATIY,JD A:(nACREIC$r1)CFT hi 2fi MAX CONTRACTION. JOINT FULL GLF"H•. IELL,:ORI�EWAY ABACK OF CURfi v%G�%''.1,;s'CONCRETE*TN r p 6E NBARs0rEraG. JJ pH EX7Snrl�:rraiFReiT /4 BARS 9 24'O.C.ELIE STREE.t 16 AL•.�A,V z'$ SECTION OF EXJSTMC COkEPETE COMPACT SUBGRADE TO STREET TO SE REMOVED k 9 9',T ASTM 0-6EB 4". SECTION A-A Ia.,0 TIE BARS o Ta•O-e. 5f.` GENERAL NOTESI s i C I. SLOPE OF SIDEWALK AT DRIVE APPROACHES MUST COMPLY WITH ADA REQUIREMENTS(I-PER FOOT MAXIMUM.:,. 9 is P SEE Virg APPROACHES,ITCH 3os,2 of THE STANCIAFIU SPEOPICAIICAIS. t h TE _3, ALL CONCRETE MUST BE CLASS C.(COMPRESSVVE STRENGTH OF moo Ps 0 28 OATS). 15x3 h 4. 511i!✓m NIL; SU HOT BE ACCEPTED AS COMPACTED BGRADC.SAND NI LL BE ALLOWED FOR LEVEL-VPCNLY- Li S. ALL.STEEL MUST HAVE A 2`MPNiMUM COVER. In S, RESAR MUST STOP 2-PRIOR TO WOE OF EXISTING STREET. a g u 7. ANY UTILITY BOXES OR MAIII4OLES SMIHIN THE APPROACH MUST BE ADJJSTED BY THE CITY UTILITY DEPARTMENT,OR PiE ¢ OWNER OF UTILITY.TO BE FLUSH WITH UT TH MASH GRADE, OR RELOCATED O OF THE APPROACH TO THE PROPER GRADE. ALL AD,IJSTMENT COST HILL BE TINE RESPONSIBILITY OF THE OONTRACTOR.CT THE OWNER INSTALLING THE APPROACH. .Tics RESIDENTIAL DRIVE APPROACH P! CONCRETE STREET R NOT TO SCALE 5 S CITY OF WICHITA FALLS,TX RE$1CIINTIAL DRIVE APPROACH S t i PAVEMENT STANDARDS ENG(NE. RING DIVISION CLTE�KCRETE STREET . "' SEPTEMBER 2023 DETAIL HQ 2140 PAGE 84 OF 133 PAGES AGENDA ITEM NO.8.A t I NM - f SLOPE SOEWALN AS NECESSARY 12'-0'MWRIUM 1D MEET ADA REO1JWE4D=HT5 - NTDIFI OF DRIVE " s /TYPICAL BOTH SDE5) 3d-CP MAIL (SEE NOTE 1) Sr- ap �� • P 'I/2"E%PANSIONi JOINT 3 SIDES F. � t .ROW T Row rit 1 1 STANDARD 4' ... 5'" " STANDARD 41 • SHDEWAIJR !el '. SIDEWALK 1. I EXISTING CURB k 1 [t 7'R.WM " • i YR MIR g�gJJ r GUTTER TD NENAIN CONTRACTION JD1NT A c S. i� , SAICUT Ems:mu CURD AND CUTTERNI FULL OEPT1f AND PLACE SAR 'TO A A MAINTAIN CUTTER E.xPANSIO4 JDMT5 RATH 0-le/4 HEAT.CLEAN EDGE LINE DEPRESSION Down RARE IHTT7 CARE MHO` PLAN[ KONA THIS EDGE GUTTER OW,BOTH EKES} SLOPE DRIVEWAY AS z MAX SLOPE ��NECESSARY TO MEET E.'_ 'SIDEWALK I-I/2•PER FOOT yd NECE STANDARD 4 APPROACH E7P5'RNG CURB A GUTTER 'a REWUIREYENTS TO FLOMAINE TO RE REMOVED c. TER o /a LINE EMAINTAINPRESSSIOH - CONTRACTION JO0NT E L C 2X MAA. Fg• EXISTiNC ASPHALT t 3 TO REMAIN 'ilP DRIVEWAY �Y A �� - __ _. if I • , i 1/2"DTA/4SOI JOINTr/� � ��/� f i S"CONCRETE WIN D'AIPAC, S::5r.4 AD: 70A "-t--rl" /. �. of i /3 OARS O ID"O.C.E,W. iASS.AS•iA[I-5TS SAWCUT TO A nN p OR MEAT,CLEAN EDCE BARS o 24•a.C.E.W. SECTION A-A sus r' • GENERAL NOTES: 1$e 1_ ,'DOPE OF S EE'WALN AT DRIVE APPROACHES RUST COMNL`r WITH ADA REQUIREMENTS(I"PER FOOT MAXIMUM) 2ITS 2. SEE DRIVE APPRI:ACHES"MN 3a5.Y OF THE STANOAIIO 5+"EC+FicATLUNS. t.g. 3. ALL CONCRETE MUST BE CLASS•C"(C(A1PRESS.E STRENGTH OF 3GDO PSO 20 DAYS). 111 4. SAND TAU..NOT BE ACCEPTED AS CAMPACTEO 5DDIGRADE•SAE KILL BE ALLOWED FOR LEVEL-UP ONLY. o1 E 5, ALL STEEL MUST HAVE A 2•MINIMUM COVER. 5 u t R. REeAR uusr STOP 2'PRIOR TO EDGE OF EIDSTWC'.MEET- a! 7. ANY UTILITY BRAES 1?R NAM-IDLES WORN THE APPROACH MIST BE ADJUSTED BT THE CITY UTILITY DEPARTMENT.CR MADE,CC UTMJTY,TO RE FLUSH WITH FINISH ADE.DR RELOCATED OUT OF INC APPROACH TO THE PROPER CRAPE. FST ALL ADJUSTMENT COST RILL BE THE RESPONSIDIIJTT OF THE CONTRACTOR, OR THE ONHER INSTAWNG THE APPROACH. oPli RESIDENTIAL DRIVE APPROACH ASPHALT STREET 1 NOT TO SCALE I5S A k CITY OF WICHITA FALLS,TX RESIDENTIAL DRIVE APPROACH "k PAVEMENT STANDARDS ENGINEERING DIVISION ASFf[ALTSTREET I w E, SEPTEMBER 2023 PETAL NO 2 E 45 1 PAGE 85 OF 133 PAGES AGENDA ITEM NO.8.A rl F: NOTE SLOPE AS REQUIREMENTS Tp'_p•MOIINJUM IL TO MEET ADA REOI.IREMEMTS MD711 OF DRIVE (TTVICAL @4TM SIDES) I 35--0•MAX(SEE NOTE T) R'" I1/240(H 3 SIAN90N WES 1 pT 3 15AVL8 CONTRACTION JO[NT 1-O'(T'1'P.) IPA A DETECTABLE WARN,MC SURFACE !1 ARMCO-11LE CAST'IN PLACE OR j '"z EOT.nVALEMT ,. I: ` . - ROW- — - - xI �' ,f * 5'•,, a a `r,r u STANDARD 4' 11 Y 6• ' e irs,MIN. N CURBS AS e. , y e (TM)1 REOtiVtED . , •�. r 1 • t LINE DEPRESSION A SECTION OF EXISTING CONCRETE Ex'snnc CVRB J 70 REMAIN STREET 70 DE fiEMOTIEO SAWCUT EXISTING CURS FULL DEPTH AND PLACE EXPANSION JOINTS MIN IV/4 Dona BARS INTO CURB AND FLAN SAWWT C10NCREM STREET FULL.OEPM GLITTER(TYP.BOTH SIDES) AS T2"FROM BACK OF CURD. r SLOPE DRIVEWAY AS °C MAX SLOPE NECESSARY TO MEET - 5' SIDEWALK - T- PER FOOT �,q ' ADA REOWREAIENTS GI APPROACHC APPROACH TO�INO/E. ' aa �4� MAINTAIN CUTTER 3 UN€DEPRESSION EXISTING CURD TO s.n=1 I RE REMOVED s 1/2 EXP.JOINT SAWCUT CONCRETE STREET $$"c a 1L MAX. 6" CONTRACTION JOINT ,/' ,-FULL DEPTH AT IT"FROM E a • RACK OP CURB. ORREWAY .. I ft 65X ASTAC D-666 I/ ' f g.c° 6'CONCRETE E W d /3 BARS•18'O.C.E.W. SECTICM OF EXISTING CONCRETE 1 ,EXISTING CONCRETE En a OR STREET TO 9E REMOVED ,J SIIILLI TO RERAN /r BARS•24`O.C.E.W. I6•, µ TARS d 16'O.0 E SECTION A-A _° CieNEHAL.1101 ES' v t L. SLOPE OF SIDEWALK AT DROVE APPROACHES, AND DETECTABLE WARANNG SURFACES MUST COMPLY WITH ADA Yc REQUIREMENTS(I'PER FOOT LIAXWLIM) g ilh 2. SEE SPINS APPROACHES,ITEM 305,2 OF THE STANDARD SPECIFTCA TTONS. v 3. AUL CONCRETE MUST RE CLASS•C(COMPRESSIVE STRENGTH OF MOO PSI•28 OATS). U▪$l 4. SAND WILL NOT RE.ACCEPTED As COMPACTED SUBCRAOE. SAND WELL SE ALJ.OWED FOR LEVEL-UP OILY.. S ALL STEEL MUST HAVE A 2'MINIMUM COVER. a.• 0 6. REBAR MUST SPY 2'PRIOR TO EDGE OF E)dsIPTG STREET. 'E A7, ANY UTILITY BOXES OR MANHOLES WITHIN THEJ:J APPROACH MUST BE ADSTED BT 714 UTILITY E CITY DEPARTMENT.OR 1"i OWNER OF UTILITY. TO BE FLUSH WITH T1Ni5H GRACE. CR RELOCATED DLIT OF THE APPROACH TO THE PROPER [IIAJ_ nS ALL AOJLISTIAENNT COST WILL RE THE RESPONSIRILITY OF THE CONTRACTOR,OR THE OWNER INSTALLING THE APPKOACII ax COMMERCIAL DRIVE APPROACH. a as CONCRETE STREET If= NOT TO SCALE o Li ?5I CITY OF WICHITA FALLS,TX COMMERCIAL DR)VEAI'rK.in_I1 I°a§ PAVEMENTSTANDAROS ENGINEERING DIVISION CONCRETE STREET 311 SEP EMBER 2023 RETUL Na 2150 PAGE 86 OF 133 PAGES AGENDA ITEM NO.8.A v n iii NOTE: i SLOPE SIDEWALM AS NECESSARY IV D'N,IN]MUA+ I TO MEET ADA REQW OR RENENT5 mom Or AE V I (TYPICAL 8Om SIDES) 35"-0"MAX. ga (SEE NOTE 1) Qt6 fnINT 3 90E5 iVi I'—O'(rw.) Le 116._ AJ�4nL:t:: ETECTABLE WARNING SURFACE CAST IN PLACE OR r _ _j_ EXISTRJ6 CURS& SAWCOT EMSTING CUM AND GUT1ER A MAINTAMI GUTTER GUTTER TO REMAIN FULL OEP1N AND PLACE EXPANSION UNE DEPRESSOR JOLNTS 1NTH 3-16"14 OONEL BARS INTO CURB AND COTTER(TYP.BOTH GOES) SAWCUT TO A NEAT PLAN CLEAN EDGE SLOP: piii•:I*A'r AS YAM SLOPE ' ��NECE'�o-,1• ro MEET 5'SISEWALR I-1/Y'PEN FOOT.ST.,'„,„,Rp Y APPROACH a. R[Il'.ni'ti.Fil.i ID FLO116INE E5ISTYPG CURB 8 OUTTEN fg,y TO BE RENOVEO 'e F' MAINTAIN GUTTER .,a 9 CONTRACTION JOINT LINE DEPRESSION c.n r El MAX, fi� / EESTING ASPHALT TO REJOIN I` ''" DIM WAY S • . _. -- - - f .) E'' In'£T4PAAI9ON JOINT •��,• .•' i 8 zL o 6'caNcRETE 1RTH ,RJ x.r.T EI it- rt?Il 10 03 i ..)BARS R 16'LLGE.W.� .' J !dl.+S U. ;�6 smear TO A NEAT OR GLEAN EDGE. r6 S #4 BARS!24-D.C.E.W, .I' .1 ION. A'1-A X GENERAL NOTES_ , ▪Opp$ I. SLOPE OF 9TTWAWt Al DRIVE APPROACHES, AND DETECTABLE WARNING SURFACES MUST COUP'LY#TN ADA RE /RESENTS(1'PER FOOT g E NAMARA). ! !$. 2, SEE.DRIVE APPROACHES,ITEM 3OS,:OA SF TIC STANDARD SPE0FICATIONS 144 3. ALL CONCRETE MUST BE CLASS"C"!VAI6RE551VE STRENCIN OF 3600 PSI 0 26 DAYS). 5 6 4. SANG WU. •.Or 5= ACCEPTED AS.-.,,IFACTED SUBGRAUE. SAND WILL SE Al-LOWED F1W LEVEL-UP ONLY. - 5. ALL$TEE!.Ia+Iy1 IIAVE A r 1JMIINLA1 COVER. SrW >. % N. RETAR YL,=1;154- 2" PRILR VC LOGE Or Ey151114G STREET. '�2 T. ANY VTIUr;qn R Ara oi01 r ..Tii T F APN OAC11 MUST BE ADJUSTED BY THE OTT U111•JTY DEFARTYENT,OR OWNER OF UTILITY,TO Ili BE FLUSH 14 TH Flat}-I fRAFF SIP R111.s A &UUT OF 154E APPROACH TO THE PROPER DRAM.ALL ADJUSTMENT COST WILL RE THE RESPO0.05,5Y_Ifr ,,,E,CCGIfR1 F. _F I 1}•xN MST1LIn11C VHF. APPROACH. gl§ a C(„V.\.'tMERCIAL DRIVE APPROACH * ASPHALT STREET 6: a,n NDT TO SCALE `'z 1i CITY OF WICHITA FALLS,TX COMMERCIAL DRIVE APPROACH 1 0 6 PAVEMENT STANDARDS ENGINEERING DIVISION ASPHALT STREET E"` SEPTEMBER 20.3 0548E NO.. 2155 PAGE 87 OF 133 PAGES AGENDA ITEM NO.8.A F h I� K DONCRETE ALLEY-- BEGIN APPROACH • n • A _.'•AF LN, JOIN, T-0•TYP, - ag• • - - ,.7'-d'TYP. OE TLC I ANT.` IRFRN Nam-SI!R,Ac.F. • " ARMOR-11LT CA7,I IN Fl Aa L• 6•CURBS AS 1•-.0'TM LiiUl:'A LL.LI RECUrREO�{4 — ROW • - L_. i'9�WALK :v,`.' }. loon. 4' } AUC. • 1OIN E70AANSfON CONTRACTION,NWT - 1/2; CSISTI.YC CURB SO'R TYP. JOINT :.N6 GUTTER e ` ir c 1dR IYP. SAW CUT EXISTING CURB AND A \_ • GUTTER FULL DEPTH AND PLACE 5.CF N•7 TE 4 t 7 1/2-EXPAN510N JOINTS WIN 3-FR' MJHNTI.IN CUTTER 04 DOWELS RARS INTO CURB AND LINE ; ' t.':SG.I GUTTER(TYP BOTH 5T0E3) PLAN C. 5•-D"SIDEWALK APPROACH -- EXISTING CURB AND ,�o 0 APPROACH ONLY GUTTER CO RE REMOVED. CONTRACTION XILNT I MAINTAIN GUTTER LIRE DEPRYDROH y,g-' 1/4"PER FT g. 9-1 2'P FOB ,EXISTING ASPHALT 1—(:/1 z. r Ta IllOTE WE 301.2)COMPACTED ID 9CR%ASV 0-606 0,4 RAPS s 1r aO.OW. It;if APPLIED AT A RATE OF 30 LBS./SO.TO. g38 GENERAL NOTES:,52 C 1. ALL EXI tETE MUST BE RASE"C'(COSIPRESSIVE STRENGTH CIF WOO PSI O 28 DAYS). ill 2. SEE ORRE APPROACHES,ITEM 305.2 OF THE STANDAR'.. SPECIFICATIONS LL _ , 3. ALL REINFORCING STEEL MUST NANS A 2'MrNIMUM U.,VSN. .§ 4. REFERENCE'PAVEMENT SECTION A1A11 i7t-n,1'.FS•h':UADRADE PREPARATION REQUIREMENTS FOR ALLEY APPROACHES, n 11 D. SANG WILL NOT BE ACCEPTED AS COMPAtIYi;:+r]r%FlADE. SAND%ILL BE ALLOYED FDR LE'EL-UP ONLY. 13 4, FOR CONCRETE PAVEMENT'. •s.1, WHEN THE EXISTING CURB HAS BEEN PLACED MONOLITHIC WIN THE STREET PAVEMENT,SAVE CUT THE STREET AT 12"FROM BAC.OF DURO. 5 SE FULL DEATH,INSTALL 14•. TIE BARS a I8`P.C. INTO THE 5rILECL_ a$° ° 7. FOR ASPHALT PNVEMIEHT; SAW CUT EXISTING PAVEMENT TO A.NEAT.CLEAN EOCE. 2 i S. SLOPE Or SIDEWALK AT DRIVE.APPROACHES MD DETECTABLE WARNING SURFACES MUST COMPLY MATH AAA REOWRELENTS O.PER FOOT &=e MAXIMUM). Fg� ALLEY APPROACH. a. N•I'TO SCALE of s§ CITY OF WICHITA FALLS,TX ALLEY APPRO.ACI1 gt o PAVEMENT STANDARDS ENGINEERING DIVISION Y k SEPTEMBER 2023 DETAIL N0. 2 60 —I. PAGE 88 OF 133 PAGES AGENDA ITEM NO.8.A fE NOTE: 0 SLOPE $�(JEw.LM AS NECESSARY 12"-Y MINIMUM g L. TO MEET ADA REQUIREMENTS -- TROTH OF ORPE 6 (TYPICAL BOTH SIDES) ME-Or MAIL z (SEE NOTE 1) O l 1,1-E7XPANSOR - �T'-G fTYP.) wV Talo•-• A JDiHT 3 SIDES 1 y ______-ROW-__ - . __ _ .11r..�_ -. .. .—_. _ .. —ROW—. F if STANDARD 4' 1� 11.'0 5 . ��' ' '�' STANDARD 4' SDEWMJI 1R 1 SIDEMKI{ rc n '° //.r :I,: IL+nR - CONTRACTION JOINT-f • ) y{ L,. .i .r �.b. a { a ' • EI6STI NC MOUNTABLE CURB TO REMAIN PLAN SLOPE ORIVEWAY AS 1 MAX SLOPE dr NECESSARY TO(MEET 1, S'SIDEWALK 1 T/ PER FOOT STANDARDO APPROACH E%ISTINO MOUNTABLE 'S`T RECA RiEMENTS TO BOWLINE WAS TO REMAIN 5I S r t- CONTRACTION 40Na EIIIS:9746 ASPHALT k . - TO DRIVEWAY1 Af .� Z �!/Wien -- i--_ _ - - - w 1 j 7 EXPANSION JOINT 0 0} G'CONCRETE MOTH COMPACT SURE:RADE TO j3 BARS 6 la*O.C.E.W, 45S ASTAI O-6A19 O(7 A .L IW'/4 TE BARS O IBA D.C. b /4 BARS O 24-O.C,E.W, SECTIONA-A 6= -g;1 GENERAL NOTES: uu�� S. SLOPE Oi SIDEWALK AT DRIVE APPROACHES MUST COMPLY RATH ATTA REOINREMENTS(1'PER FOOT MAXIMUM). $i 2. SEE DRIVE APPROACHES,ITEM 305.2.or THE STANDARD SPECIFICATIONS. 2 I.E ii CLASS S. AU,CONCRETE MUST BE `C`(COMPRESSIVE STRENGTH OF 5800 PSI Y 2/7OATS) gad 4. SAND'ILL NOT SE ACCEPTED AS COMPYCTTO S�iTcPADL,SAND WILL BE ALLOSI O ccR LENEL-UP ONLY. r r S. ALL STEEL MUST HAVE.A 2'MINIMUM LUAU i k 6. RFBAR MUST STEP 2'PRIOR TO EDGE IIF I. PRO STREET. 0' 7. ANY WREN&BOXES OR MANHOLES W7THN THE ArP TH,AL:r Li,ST EC ALLA,".1L0 ITY Hy THE C UTILITY DEPARTMENT,OP S UT OWNER OF UTILITY,TO SE FLUSH%MT'H fM15TI S:A ALIT_ + 'OEI.C•4.l ,, IiH: .Y THE APPROACH To THE PROPER GRADE. ALL AOJJSTMENT COST WALL BE THE RESPCiISAIUTY OF THE CONTRACTOR, OR THE OWNER INSTALLING THE.APPROACH. 5 RESIDENTIAL DRIVE APPROACH m WITH MOUNTABLE CURB ,,a NOT TO SCALE CITY OF WICHITA FALLS,TX RESIDENTIAL DRIVE APPROACH f'a`§ PAVEMENT STANDARDS ENGINEERING❑IVISION WITH MOUNTABLE CURB • o SEPTEMBER 2023 DETNL NET. 2165 PAGE 89 OF 133 PAGES AGENDA ITEM NO.8.A X n P — NOTE: SLOPE S DEWALK AS 10'-D-MINIMUL NECA RECNA TO MEET y' ADA RLQ EMENYS w,TH OF DRIVE c pg g _ ii ~r 1/2'ERPANSION OUT x. J E%P R SLD JOINT -3 u REQUlR{D TOR SIDEWALK -,�, 6 (TT'P. BOTH SIDES) N �I'TYP .a A / ROW ow ISTANDARD , 1 •. .'i r,r+t,aTA SICOWALK . ``l*' ' i,•• SIDEWALK a 1 24• ° 0, TRACTION uw- JOINT FL OLYCH W., i5`UPI, DITCH * 1 7'R WN. • • . , •• r •° 7'R TAW 3'SNOOER UL r - : .. d SARCTO A HEATA R UGE OF CLEAN EDGE. A J 1 SL.QPED PAWAENT MISTING ENO TREATMENT PLAN BOTH SIDES TFP. SLOPE ORIYEWAT AS =. MAIL.SLOPE NECESSARY 70 MEET 5.STERNA��APPROACH 1-1/2' SMOULDFR EX1STWIO STAitDARA REOl11REMEK TS PER FOOT PAVEMENT TO REMAIN r. I CONTRACTION JOINT 371 2R MAR B' r LRH. a is 1/2.EI[RAN9 OVN 0N JT COVER 5AIN 1 T A NEAT. .i 6'CONCRETE ram�3 BARS to IB'O.GE 15'MIN,PIPE COMPACT SINLORACE TO 9571 ASTM D-ERR B.Y a OR I$Ii N OARS a 24'O.C.E,W. SECTION A-A Lii 5 GENERAL NOTES: 21. SEE DRIVE APPROACHES,ITEM 3055.2 OF THE STANDARD SPECIFICADCNS. Y- ALL CGIICAETE MUST WE CLASS'C•(CCNPRESSEO STRENGTH OF 3A00 PSI 0 78 DAYS). f. 3. SAND WILL NOT BE ACCEPTED AS COMPACTED SUBCRADE. SAND WILL BE ALLOIIED FOR LEVEL-UP ONLY. T% i 4. ALL STEEL MUST RAVE A 2'AANIMUM COATS V a.- 5. DRNN AGE PIPE SIZE WILL BE MWVWUM 15 D6WEIER,OR AS DETERMINED BY Ow ENGINEER.DRAN+tiGE CIXHIITIONS MAY ALLOW A PIP E $ IN DRIVEWAY WITHOHT PIPE. n�d 6. ANY UT41TY BOXES Oa MANNOL.ES*MN THE APPROACH MUST BE ADJUSTED BY THE CITY UTILITY DEPARTMENT.CR CANER OF $n UTILITY, TO BE FLU94 WITH TTHISH GRADE,OR RELOCATED OUT OF THE APPROACH TO THE PROPER CRATE-ALL ADJJS-NEN7 COST WILL BE THE PESPCNSISUTY OF THE CONTRACTOR,OR THE OMER IHSTALIJNG THE APPROACH. .§ DRIVE APPROACH E q` RURAL STREET �`o NOT TO SCALE `i CITY OF WICHITA FALLS,TX ORIVEAPPROACH � PAVEM ENT STANDARDS ENGINEEK1NCiDIV[5lON RURAL STREET E,. SEPTEMBER 2023 DETAIL NO 2170 1 PAGE 90 OF 133 PAGES AGENDA ITEM NO.8.A X in NUMBER OF DITI V I.WAY APPROACH ES ALLOWED: g1 NOT WORE THAN TYIO DRIVEWAY APPROACHES WU OE PERMITTED ON ANT TRACT IITN A FRONTAGE or 100 FEET OR LESS, 2, NOT MORE THAN THREE DRIVEWAY APPROACHES MILL BE PERMITTED ON ANT TRACT VAN FRONTAGE OF MORE THAN 106 FEET BUT LESS THAN SOD FEET. k 3. NOT MORE THAN FOUR ORNEWAT APPROACHES WILL BE PERMITTED OH ANY TRACT YRTH A FRONTAGE OF MORE THAN 300 FEET AUT LESS THAN SOO FEET. 4. FOR TRACTS MTI FRONTAGE METH EXCESS OF SOO FEET.ONE ADDITIONAL APPROACH MAY SE ALLOWED FOR EACH AOOITIDNAI 300 F FEET OF FRONTAGE IN EXCESS OF 600 FEET. I Ki ALLEY RUNT OF WAY ALLEY PAVING�y f 14'MN. PRCPERTY 3O MAK. 12'NIN. 1 PROPERTY ONE 1by'L I O� _ TA MIN RICH? T W.V. I L F 1 4'90EWALN• E° 4'SIOEWALS RIGHT 01 WAY Iii 7'R MRi ''Fi1 e at E k{I o-, 30'WAN 14,WH.�30'MAX 30'IIYN.�— 12'MIN.—� E2'MIN, u .41 • li y GENERAL NOTES: .0 1. AT STREET INTERSE071ON5,NO CURS OUT FOR A ORIREWAY APPROACH MML DE PERMITTED MTHIM SD FEET OF THC EXTCNDCG C.JP0UN€. ,ii 2_ ON INTERIOR LOTS,THE TANGENT POINT OF THE DRIVEWAY CURS AT NE STREETEN CURSLWE MUST NOT EXTEND DEYOND A PROPERTY UNE. 5 J 3 THE MOTH CR THROAT OF A DRIVEWAY APPROACH AEUST NOT BE GREATER THAN SG FEET FOR RESIDENTIAL USES. .glv E isq RESIDENTIAL s§ APPROACH LOCATIONS ▪i: NOT TO SCALE s5 SIG 221 CITY OF WICHITA FALLS,TX RESIDENTIA I5°`ill PAVEMENT STANDARDS ENGINEERING DIVISION APPROACH LOCA[IONS E'F SEPTEMBER 2023 DETAIL NO. 2180 PAGE 91 OF 133 PAGES AGENDA ITEM NO.8.A 5..5,HANDICAP PASSING AREA FOR 9DEYMU4S YATFI RUNS MEWING 200' R 6ETM EN DRIVE APPROACHES, R 40'MAX. " I. y .• y^SLa1PE YII7N GRER 1E4'MIN " ' 1 n OF ;54.E 4' - _ (BEE NOTE ) • f 13 a d A --gs— 1/2'EXPANSION JOAIT 5"gyp'(MAX.) 1/2'EXPANSION JOINT CONTRACTION JOINT PLAN 1 vAREs SEE SIDEWALK MOTHS AND LOCARoN DETAILS -. VARIES 4'-0'MIN,..- 1'-Er BACK OF CURB VARIES2%MAX. 3/4' .Y:z / �., a> 14�fir'.. / ti •,y fi� FR :, tir y /.f $ 21 t' 4' :Jr-. COMPACTED SM60RADE 901[AVM 0-64B BJ= _ CENTEREDIN Est B SECTION B-B 52 Q SECTION A-A CONTRACTION JOINT lii a5 i.F.NERALNOTIs. J1 1. )+L'EW'.LI EElvJt ,�w;{EE Dry E:N.`UrI.E AFF0()AJ'ri1T kcII T A!E/3 GARS 0 IB'OC,E-W.iv4 BARS ON 24'O.C. € 2. ALL CONCRETE MUST EE 1 LA _'E (LLNI'HLS VE_ •H_Y 1II '1F 3.800 FIST Y 2B DAYS.) o1 3. SAND HILL NOT DE ACCEP MEI A`•CNJFEC TrE 1 1rFAI E T.A.No w EI EA'A.LLO ED FOR LEVEL-UP ONLY, 4, ANT UTMJTY BOXES OR MANHOLES L.1HIN h+E '.kW LL A41 SC -,.A7STC5 Sr TF[E CITY UTILT; CEP ARTMENT, OR O i O OMAffiR OF t1TAJTY,TO RE FLUSH IY DI FINISH _A AGE. .y FE ...AT'EL.'kJ' tF T1iE RDEWALF; TT' nF CAER GRACE TE M� ALL ADJUSTMENT COST WILL BE THE RT.SPONS?11rf IF OIL CONTRACTOR.OR THE OWNER IN.i;.i:yNE, TIE S(SIEWA:F. I:, a E°pg• 5. CROSS SLOPE AT DRIVE APPROACHES ANL,RAI.I+"T IE2S1 C✓E4'LY MATH AOA REDUIREMENP.i'. r (I INCH PER NOT MAXIMUM) c'y 6. I!"soEWAT:X IS PLACED ADJACENT TO CLERK MINIMUM III II°SMALL BE 6', "5.. 1.)3 o 7. PLACE SIDEWAIY I.OFF ROW tINE.PROVIDE A MINIA1.5 r11:t"I.' SIDEWALK IN COMMERCIAL AREA;WITH µSAV( n PEDESTRIAN MOLcKF.NTS. � B. 510EWALF,`-INSTE.LIEL..A)THIN TXDOT RIGHT OF WAY MUST BE A INNNULI Maim OF 5 MO MEET REQUIREMENT'S Cl' MOOT FEQH S-RIM,1 ST ANDAMOS. d. ' SIDEWALK .e o NOT TO SCALE `5 CITY OF WICHITA FALLS,TX s1nFv""AI.n is°"l PAV1-.Mi.NI 'clAr•-i13ARDS ENGINEERING DIVISION x.E` SEPTEMBER 2023 DETAIL NO, 2200 6 ,r 2 PAGE 92 OF 133 PAGES AGENDA ITEM NO.8.A C v. $ F }., T W fri -S. 1 a& 3/4 CHAMFER 3/4 CHAMFER //��t wow, N TEMASTD REMOVED FDR MP EDGE of ww Mesr e€REMOVED DEFa+E BACKFLL / •_ 44 BARS Al ID.CININS-BOTH NAYS. • CLASS`G'CONQIEIE MA%. f PERMISSIBLE GGNSTRUGnoN.IIIINT MITH 3'II 2`BLRICTIOUT. ` r AR1 ' R. TW �r_, *1, (L/1 O 5S AT EEN1 2BARS.ONT 1YFIEBES BO H WAYS[KCEE05 3'j. I' ' 21c NAB. 1/A'R • Ex ` f•( l••:•i•.(•i.rr•r r•;r• 1•.\ / • f /f r !r/ f t FLAT-•' 11 i g'a h' e6- uea itGENERAL NOTE& Fr I. FRD1 DE YER71CAL ETWA BON IN WALL AT 25'UAL SPAOIND(LIGE EIPANSSON JCNIT DE TAB NO. 21i;i1 Fi' WITH IXDOT TYPE A WATERS ICP AHO MODIFY AS REOC1PEb,) u 8Y Y. WALL DESIGN A-9ASS ND SURCHARGE.A SPECIAL ENDI REEKING ANALYSIS IS Rf0JRED FOR OTHER CONDITIONS. 3. STRAIGHT,CLEAN CAGAVATHIN WALL MAY BE USED AS FORM ON BACK OF WALL A WXOIW TEAM 1S REQUIRED FOR TOP EDGE OF WALL IF BACK SIDE OF WALL ODES NOr USE E1115TWG SOIL AS A FORM, $S BACEFILL BEHIND NALL.W A UFTS COAIPACTNIG TO 951E PER ASTM 0—BVB. Ili SIDEWALK EZE WITH 18" RETAINING WALL NOT TO SCALE n CI roa 5" CITY OF WICHITA FALLS,TX SIDEWALK «o PA V EM ENT STANDARDS ENGINEERING DIVISION WITH IS"RETAFNTNG WALL E SEPTEMBER 2023 SETAx Na 2205 PAGE 93 OF 133 PAGES AGENDA ITEM NO.8.A i n 8 d EXPANSION JOINT N SEE DETAIL" is .-4 ndGIteti- Viiroc SR(TIP) ACCOM 400A YE SR MAX DRAINAGE A5 0100, RUNNING SLOPE NEGfSSARY EITHER DIRECTION SAWED coNTRAr:191w JOINT ES"SPACTMG) : '-• SEE APPUCARLE DETAIL IMDTN VARIES A 0 . w u.•W. ACCDILWONIE _____.- DRAINAGE AS - NECESSARY A EXPANSION .:CNNT A' F 7.nr $EE APPUfARLE GETAIL 3 A5 PRIVATE SIDEWALK o?p s z° GENERAL NOTIS; r 64 1. APPROVAL REWIRED FRON PARKS AND RECREATION {F 1 FOR THE CIRCLE TRAIL CONNECTION.CONTACT gE PARES AND RECREATION Al 940-761-7400. i$i 2 £NCSOAOIMENT ASREEMENI REWIRED FOR OIL G c b CIRCLE TRAIL CONNECTION"CONTACT PROP:,R7 g C U 2%MAX.SLOPE SLOPE N EI MANAGEMENT AT 940-76T-R618. ' VARIES DIREC7WH VARIES 3, TAL CONNECTION MUST BE MADE AS ..�� PARPEJNOICULAR TO£MrSRNG TRAIL.AS POSSIBLE. ''� +r 4 3DEWALX REINFORCING SNAU_RE IA BARS O 18' E M''•' U d 1{�?'` O.GE.W.AND DOWELED INTO ESRISTIFIG TRML w� MF {:. ✓ v •\ Per 5. ALL CONCRETE MUST et CLASS DAYS ICOMPRESSNE 5, `•4� `... r %C7'}c- STRCN,CrN or 3.600 P . 0 28 DAPS.) %IS Er A SAND HILL NOT NC ACCEPTED AS COMPACTED 6 i-. CDMPACTEO SLIBCRKAE `BA REBAR Rd,T V AND AD•SAND TALL.NE ALLOWED FOR LEVEL-UP Nom AST►i D-108 DOWELED INTO EXISTING ;e k TRAIL 7, INSTALLATION MAY REWIRE PIPE AND DITCH WORK�'. n IS TO ACCOMMODATE DRAINAGE11- EEE.,s SECTION A-A tea &°S O CIRCLE TRAIL CONNECTION c o• "' NOT TO SCALE TG 0 3` CITY OF WICHITAFALLS,T�L `R GRC4F.TTRAII_C'[]Yhf>-C-T[iltti i A PAVEMENT STANDARDS ENGINEERING Dlv[SION x 'E SEPTEMBER 2023 DETAIL No. 2210 .0r2 PAGE 94 OF 133 PAGES AGENDA ITEM NO.8.A I III 5 - 11.1®®1111e.1 � I I I I I Haw riser Or wso-• 2'sryP.) 11111111 MN 2'[TW.) 2. gg _. E 2'(TIP.) ,01 CiCt 117X16 11110...„, PI MI say • k 111 . s CROSSWALK STRIPING PLAN r<$ tvt.I fib: NOT TO SC+Li. ^ rii'IH:.F V.,I L'E m.i,rt I0 J TAIL 1H 6✓11 i APPIJEO THE•MO wI TW ORO —CA C A A 'IHATV IL ALA[7 9k PL.:: — iF F VLALH Al,AKIt G. L/A Cz`ILL. <LILI ACE PFIE9 A9 A i!+;T. iL'nLL+. ANC.I, ITELnTCH i' G[et" WALu• :'LW HI I:i M ARV.;HLL IAI/;T'Al IE U.IIIIT ILL W ill I EMS 668, 668, ANO 678 Of rXDOT SIANDARD SAEf 71L.Arc:J Fes'CI.VASTPJGrh.0 ▪oS 1AAH?til+.AT;CC.(TI MIS eW+;e,. :r;FETnn AND OPIDOES. ▪ 6 0A CITY OF WICHITA FALLS,TX cROSSW. P PAVEMENT STANDARDS ENGINEERING DIVISION e s SEPTEM8ER 2023 CETAIL Na. 2400 PAGE 95 OF 133 PAGES AGENDA ITEM NO.8.A g E. t 1 i I [...--4"NIW.-24'NAX. N • E'MAX SPACING —' 2•x r CCA TREATED RAL S/W CARRIAGE RoL7 —Er 70 42• 1— I 20. Yi 6'YM.DIA CCA a a TREATED POSTS ..$ o 'B CROON°SURFACE ns— 'eE: I I ) y 1 1 V 6'VAGE 5TRrpE5 ii 1 , _x*1ITE AND OPA-1 �. PIC[ a_ REFLECTIVE PER 1 I I I a I 3' TRIILI ACV. 41° d „ I b. Y p Bl. {. fir'/ r�� ...=0' S`u b I CONSOLIDATED CONCRETE EL'-4 12 w 4"PEA CRAVE. n�t �y VT 1T[E i T. STRIPES ON BARRICADE SHALL BE ALTERIIATINO Wl-RTE ANB ORANGE RETROREFLFCTIVE 91EET1Nc AIDA STRIPES SLOPING ua DOWNWARD AT AN ANGLE OF 45 DECREES IN THE DIRECTOR ROAD USERS ARE TO PASS.BATNRICAf1E SHALL BE 2222E CONSTRUCTED AND MULLED IN ACCORDANCE WITN 714E.TWUTCO. ;iS 0 Ie DEAF] END STREET P,ss TYPE 1I1 BARRICADE DETAIL 2'• NOT 70 SCALE u $c.� 53 4 CITY OF WICHITA FALLS,TX DEAD END STREET 6 1 PAVEMI-.','r:7i11\'I)ARDS ENGINEERING DIVISION IYPE EI BARRICADE DETAIL s E SEPTEU ER 2023 DETMI NO. 2410 PAGE 96 OF 133 PAGES AGENDA ITEM NO.8.A lixhibi[ ,dmalingimmor isangolumab MG l 64 � 5► BLUE SKIES. GOLDEN OPPORTUNITIES. STORMWATER DESIGN MANUAL CITY OF WICHITA FALLS, TEXAS PUBLIC WORKS DEPARTMENT 1300 SEVENTH STREET WICHITA FALLS,TEXAS 76301 Approved by: /I.= /24f--:- ussell Schreiber,P,E„Public Works Director Effective Date: c,4a s 117 -2 ,2011 PAGE 97 OF 133 PAGES AGENDA ITEM NO.8.A TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 Purpose and Scope 2.0 DEVELOPMENT PROCESS 2.1 Predevelopment Conference 2.2 Concept/Preliminary Study 2.3 Final Study/Construction Plans 2.4 Construction Review and Engineer Certification 2.4.1 Public Drainage Improvements 2 4.2 Privately Maintained Drainage Improvements 3.0 DESIGN CRITERIA 3.1 Hydrology 3.1.1 Hydrologic Methods 3.1.2 Rainfall Estimation 3.1.3 Rational Method 3.1.4 Modified Rational Method 3.1.5 SCS Method 3 1.6 Snyder's Unit Hydrograph Method 3.2 Downstream Assessment 3.3 Hydraulics 3,3.1 Streets 3.3.2 Closed Conduits 3.3.3 Storage Design 3.3.4 Open Channels 3.3.5 Culverts 3.3.6 Bridges 3.3.7 Energy Dissipation 4,0 APPENDIX Detention Facilities Agreement PAGE 98 OF 133 PAGES AGENDA ITEM NO.8.A 1.0 INTRODUCTION: 1.1 Purpose and Scope The development of this design manual is authorized by the City of Wichita Falls Stormwater Management Ordinance (the"Stonnwater Ordinance') to protect and provide for the safety and welfare of the generai public and to mitigate flood damage to private and public property within the City and its extraterritorial jurisdiction This manual establishes standard principles and practices. design o idance. and a framework for incorporating effective and environmentally sustainable stormwater management into the development and construction processes within the jurisdiction of the City and is intended to encourage a greater uniformity in developing plans for stormwater management systems The design methodology; procedures, factors, formulae and graphs described in the following pages are intended to serve as guidelines for the analysis of drainage matters for local government review and approval purposes: however. the responsibility for the adequacy and effectiveness of the actual design remains with the design engineer and sound engineering judgment must always be applied. Users of this manual should be knowledgeable and experienced in the theory and application of drainage engineering principles Any deviation from the requirements of this manual must be approved by the Director of Public Works 2.0 DEVELOPMENT PROCESS: 2.1 Predevelopment Conference Prior to beginning any design and concept layout for a development project within the City: the developer and his/her design engineer(s) are strongly advised to schedule, in advance. a Predevelopment Conference with the City Engineering Division Appointments can be made by calling the City Engineer at (940) 761 47 7 General information as to the project location: site size. intended use and other relevant factors should he given when scheduling. The developer, developer's engineer and City Engineering staff can then meet and discuss specific drainage and infrastructure issues for the project site prior to beginning the design process Available City electronic information such as topographic maps and existing hydrologic and hydraulic studies can be obtained Additionally the meeting will serve to review the City s expectations for studies and plans to be prepared and submitted for City review and approval in keeping with this manual during the design and approval process. 2.2 Concept/Preliminary Study Once concept plans for a project are prepared. the design engineer shall provide to the City Engineering Division a written report that describes and documents the background, intent and methodology intended to be used along with preliminary plans and sufficient analyses to indicate that the requirements of the Stormwater Ordinance can be addressed For a subdivision, this submission would be commonly referred to as a master drainage plan This plan and study shall be prepared by a Professional Engineer licensed in the State of Texas with demonstrated knowledge of the study of drainage issues and proficiency with drainage analysis and modeling tools and should include but is not limited to: • a preliminary plat and/or overall concept development plan for phased projects, • background topographic data for the site including off-site drainage area(s)(existing City topographic data may be used for this submission). • depiction of existing FEMA floodplain and floodway lines on the site and drainage area; • any proposed revisions to the FEMA floodplain; • initial hydrologic analyses to assess the stormwater impact of the proposed development' • approximate structure, pond,and conveyance sizes and proposed flow line grades. • indications that appropriate easements can be provided,dedicated or obtained.and • other information that will assist City staff in determining if the project can reasonably comply with the Stormwater Ordinance PAGE 99 OF 133 PAGES AGENDA ITEM NO.8.A If the design engineer intends to claim that there will he no downstream impact from the development, then a complete downstream; assessment as later described including all necessary documentation. analysis and background materials shall be provided for review and approval by the City at this stage After appropriate review, the City Engineering Division will notify the design engineer of any comments. suggested revisions and its conditional consent to proceed with final plans This does not constitute tacit approval of the project plans but simply indicates that the initial proposal appears to be conceptually viable. Department of Public Works approval of a preliminary plat is contingent upon this conditional consent. 2.3 Final Study/Construction Plans After conditional consent for a project is obtained, the design engineer shall provide to the City Engineering Division final construction plans and analyses that indicate and document the specific improvements that wilt fully address the requirements of the Stormwater Ordinance. This plan and study data shall be prepared by a Professional Engineer licensed in the State of Texas with demonstrated knowledge of the study of drainage issues and proficiency with drainage analysis and modeling tools and shall include but are not limited to • project specific on-site and off-site grading.drainage and/or detention plans with details of proposed improvements intended to provide compliance with the Stormwater Ordinance including the 100 year hydraulic grade line surfaces being specifically noted on the profile sheets, • surveyed topographic data for the site and pertinent off-site features and verified topographic data for related drainage area(s), • depiction of existing FEMA fioodplain and ftoodway lines on the site and drainage area. • final hydrologic and hydraulic analyses and calculations to document the etormwater impact of the proposed development; • final downstream assessment as described in Section 3.2 hereof, • specific structures. pond.,and conveyance sizes along with profiles and representative cross sections of drainage channels: • copies of required permits obtained including all application data as submitted to the approving agency, • specific identification of required phased improvements within the proposed development sequence. • signed easement documents with metes and bounds descriptions and/or a copy of the final plat with dedications noted and • other information that will assist City staff in determining that the project complies with the Stormwater Ordinance. The City's approval of the final study and construction plans is a precondition of obtaining approvals from the Department of Public Works for final plats or for building permits Approval will be evidenced by the signature of the City Engineer or his/her designee on the cover page of the plan set and by a separate letter detailing any other matters required to comply with the Ordinance.. this Stormwater Manual, or for approval and acceptance of the drainage improvements. 2.4 Construction Review and Engineer Certification 2.4.1 Public Drainage Improvements The City Engineering Division shall provide on-going inspection of construction activities and all work related to drainage improvements that are being constructed for City acceptance and maintenance. The City inspector will keep a log of construction site visits and the project contractor will be required to maintain a red-lined set of project drawings indicating any variations noted between plans and actual construction Upon completion of the drainage improvements, the design engineer shall as deemed appropriate, field verify flow line grades of structures and conveyances, measurements of structures. and actual volumes of storage facilities The PAGE 100 OF 133 PAGES AGENDA ITEM NO.8.A engineer st-iail then p'ci:liic t an as-builr.Set of project diawinos Using the red-lined plan set'Toni the Contractor, notes hie' City Inspector, appropriate vented grades and vo:urries and other informa:toil no .he engineer Two hard copy se:s of the as b•uiit dr•ay.ings end an electronic file of the c:ra inc Ir AutiCAD format shall be provided to the City —he.es-built plans and any required rria rr ri i.:i cv I:::red shall be provided to the City in satisfactory format error to tire City s ac.c:ectance of Pie ..pr,,,„cments. 2.4.2 Privately Maintained Drainage Improvements Upon completion of pro+eel site improvements that will be l:•:i::tes!,• rear ri:iiried• sucn as a commercial site detention pond, the design engr r-i shall Fr-I .e ,ly :e ,Ire .ir=:des of siructures and conveyances. obtain actir'_i irieaF,i.irem'rit- n Ir. i !nHS and verify act'.ial volumes of storage facilities and shall pre•li_t:= .lrivrlr:ii f•a i itr_; .:ryr:_ment in form substance as provided by the City, a copy of which is included in the A:p rdr,; to this Manual, whit:l i includes. • the notarized signature of the fee simple owner of the subject property: • an Exhibit"A"containing a reduced copy of the as-built plan of the drainage facility with a sealed and signed certification by the engineer as to the volume and release rate of the facilities;and • an Exhibit"8"containing the metes and bounds description of the area comprising the detention facility, The City Engineering Division's approval of the project for a certificate of occupancy will be cori+,i It-iw t fluor^rece,l t and a,?Oeptarice of the signed and sealed detention facilities agreement 3,0 DESIGN CRITERIA: 3.1 Hydrology 3.1.1 Hydrologic Methods The folluving mer*u:cs are .approved ru suppon hydrologic site analysis for the design methods and procedures iricli-,ded rn:hie Manual • Ratlonai ftetnoc • Modified Rational I'•yelriuri • SC5 Unit Hycirogr•aph Method • Snyder e Unit Hydrograph Method Table 3 1 lists the hydrologic methods and the circumstances for their use in various analysis and desxan applications Table 3.2 provides some hmitatroiis cfi;the use;rf several;methods. In dieneral the Paticciat Method is recommended for small hiahiv impervious drainage areas such as parking lots and roadways draining into inlets and gutters 3 PAGE 101 OF 133 PAGES AGENDA ITEM NO.8.A Table 3.1 Applications of the Recommended Hydrologic Methods Method Related Rational SCS Modified Snyder's Unit Section Method Method Rational Hydrograph Gutter Flow and se<aicw 3.3.t d Inlets Closed Conduits Section 3.3,2 V J r Storage Facilities Section 333 d d V i./penChrinnels Section3.34 C ulv rLi Section Bridges Section ,r J Fncrtii l)rsaipatian Section 3.3,7 V ✓ J Table 3.2 Constraints on Using Recommended Hydrologic Methods Method Size Limitations' Comments I 1;•.I .....r 1, It ,J I,.:r rslintatinti liatiun,71 f4— rd3acres una 1 I Jc::ILn ,1f• ll :ma It.: l•.I '•.I. "1,1011 •a,.T111 5C11'er ova..-ii•._�a :;i-, h,= ,•,-..;t for rs.tirrr tirlg Modified Rational - .1J14 acres ,nr3rr de tin. Nile',hod (ail fit' a Fcl for r'.rirnating llnit Hydro ph(SCS) 4I' peak flow:. arid hydrographs for all desigr applications. Ictl;,J c;rr; L_ ux r.I for rtitiniatintr nu llrsn.cru,pi I:.m.tc; ,; I sq.mile and il;izer 11:1t. [boy.; 'nil fIr,Ilrr2r:Il,l1:: rnr :it Llesran �,• IIt'.I Cailvl:ICICr':to SiL LI;:III 17 lot tl i': ccI\',il,sill Cli "Tills;etcr}III St':-calcth,t:1.:,,t II ILIuJcJ in man; l}ii' fika•r Ii dill utilize this methodology, This refers to the Snyder s methodology included in many readily available programs(such as kil:I_-lIA`-; c,l HbC.-l)that utilize this nmethodology. If local stream gage data are available, these data can be used to develop peak discharges and hydrographs, The user is referred to standard hydrology textbooks for statistical procedures that can be used to estimate design flood events from stream gage data. 4 PAGE 102 OF 133 PAGES AGENDA ITEM NO.8.A Wary h mm.ist be reefidej timer ar Ia:r r;.m'r.or .s :an. :1' im ,,r,:.r;n:=:::n The rereriUnStuil b7Wem17 the an7Ji.0f r7t pre.crprtati R .;r�.=i , r7;-i ,:: .;r i .;::r v,f Gi iurrrfff frarri The CS5.�xri is cornpie.r and t ,c i-tie data 3r.e Thr-r. -;rp i+ , .a;ntai rune fr relationshi to a::pert wait a'olul'pns. 3.1,2 Rainfall Estimation Rainfalh intensities for the wI , ci d;is -la .nla beer. that Intensity Duration Frequency s=:bore prepared by _I'='o:_r.Ericaeer.= ri ry 1185 which may be I.ise°for hydrologic analysis within the Tin.; folios may:: ';[:1'•r' 'llrm.l.[?: ir•rig the fnllii.''.nnrl formal? i=h/(tc.+d}` (3.1) where I Is inches per hour and t, Is the rn!' 3li CiLli iisr 'ill 1- `- parame`ers b cl and e for storm frequencies or , year through 11J',) yogi credits ']I" V'ic1),ia 'C._arity Tongs are Shniurl in'.able Table 3.3 Parameters for Formula 3.1—Wichita County, Texas Event e h d yr 0.803 51 9.4 5 yr. 0.784 62 8.7 it yr 0.795 76 8.7 25 yr 0 792 88 8.7 50 yr. 0 707 104 8.7 100 yr- - 0.792 114 9.4 3,1.3 RA11ONAL METHOD 3.1.3.1 Introduction When us•ncs nine Rational Method some precautions should be considered: ■ In ::Ieternm rirng ti e C value ;runoff coefficient basei:i on lard use) for the drainage area, hydrologic.analysis should take into account cniv f.rture changes in land i.Ise that might occur during the service life of the proposed facility. ■ Since the Rational Method uses a composite C and a single t,value for the entire drainage area. if the distnbutioc, of land uses within the drainage basin will affect the resu^ts of hydrologic analysts )e g. if the impervious areas are segregated frog pen.,io is .areas;. ,her the basin should be divided into sub-drainage basins. • The Formulae and tables included in this section are given to assist the engineer in applying she Rational Method The engineer should use sound engineering judgment ,r1 applying these design aids and should make appropriate adjustments when specific site Griarac:terlsti:;s dictate adjustments are appropriate • The Rat-one' Method should not be used for calc,Jiating peak flows downstream of bridges, culverts. or storm sewers that may act as restrictions causing storage that Impacts the peak rate of r.'•Isc.h.'rrlp 5 PAGE 103 OF 133 PAGES AGENDA ITEM NO.8.A 3.1.3.2 Equations The Rational Formula is expressed as follows: R=CIA (3.2) where: Q = maximum rate of runoff(cfs) C = runoff coefficient representing a ratio of runoff to rainfall per Table 3.6 l = average rainfall intensity for a duration equal to the tc(in/hr) A = drainage area contributing to the design location(acres) 3.1.3.3 Time of Concentration UUae of the Rational Formula requires the time of concentration(t,)for each design point within the . rafriage basin. The duration of rainfall is then set equal to the time of concentration and is used to estimate the design average rainfall intensity (I). The time of concentration consists of an overland flow time to the point where the runoff is concentrated or enters a defined drainage feature.(e.g„ open channel) plus the time of flow in a closed conduit or open channel to the design point. For each drainage area,the distance is determined from the inlet to the most remote point in the tributary area. From a topographic map,the average slope is determined for the same distance. In urban areas,the length of overland flow distance should realistically be no more than 50—100 feet. Table 3.5 gives recommended minimum and maximum times of concentration based on land use categories. The minimum time of concentration should be used for the most upstream inlet (minimum inlet time). Computed downstream travel times will be added to determine times of concentration through the system. For anticipated future upstream development, the time of concentration should be no greater than the maximum. Table 3.5 Times of Concentration Land UseMinimum Maximum (minutes) (minutes) Residential Development 15 30 Commercial and Industrial 10 25 Central Business District 10 15 3.1.3.4 Runoff Coefficient(C) Table 3.6 provides certain runoff coefficients for the Rational and Modified Rational Methods.The design engineer may also calculate and submit a site specific C value by using the actual site areas and percentages of different land uses within the site being considered rather than arbitrarily using the values from Table 3.6. Clear documentation of the C value determination shall be submitted for review and approval by the City Engineering staff. If it is important to locate a specific land use within the drainage area, then another hydrologic method should be used where hydrographs for each individual drainage area can be generated and routed through the drainage system. It may be that using only the impervious area from a highly impervious site (and the corresponding high C factor and shorter time of concentration) will yield a higher peak runoff value than by using the whole site. This should be checked particularly in areas where the overland portion is grassy(yielding a long t,)to avoid underestimating peak runoff. 6 PAGE 104 OF 133 PAGES AGENDA ITEM NO.8.A Table 3.8 Runoff Coefficient Values Description of Area Runoff Cfficfenfs- (C) -a�•,rls Sand';soil Flat. <2% 0...10 Sanciv soil average,2-7% 0 15 Sandy soil steep,>7% 0.20 Clay:oil flat<2% 0.17 Clay soil overage 2-7% 0 22. :;lay soil steep, > 1% 0.35 Agricultural(cultivated) 0,30 Mesquite Pasture. 0.25 Streams. Lakes. Water-Surfaces 1.00 Business/Commercial/Industrial. calculate Residential: Single Family lot-./al:) 0 Single Family;a lots/ac) CI 50 Single;Family("?lots'aol 0 45 Single Earrilly(2 lots/ i:) n 40 Single Family y1+acre lots) calculate Mlulti-Family'-rolects calculate Parks, cemeteries. 0 25 Playgrounds 0 35 Railroad yard areas 0.40 Streets: Asphalt and Concrete 0.95 Brick 0 85 Drives,walks,and roofs 0.95 Gravel areas 0.50 Graded or no plant cover: Sandy soil flat. 0-'3% 0.20 Sandy soil flat. 3°yn 0.25 Clayey Sail.flat,0-.i°'o 0.25 Clayey soil average,>3% 0.35 7 PAGE 105 OF 133 PAGES AGENDA ITEM NO.8.A 3.1.4 MODIFIED RATIONAL METHOD 3.1.4.1 Introduction For drainage areas of less than 200 acres. a modification of the Rational Method can be used for the estimation of storage volumes for detention calculations The Modified Rational Method is a procedure based on the Rational Method by which hydrographs are developed rather than only a peak flow. The hydrographs determined by the Modified Rational Method are based on the assumption that runoff begins arid increases linearly to the peak volume of runoff The time in which the peak is reached is the time of concentration (to) The peak is maintained for the storm duration and then linearly decreases to zero. The duration (horizontal axis) far both the rising and falling limbs of the inflow hydrograph equals tc and the peak flow of the hydrograph is maintained for the storm duration A triangular hydrograph results when the storm duration(td)is equal to to and represents the same peak flow as calculated by the Rational Method When to is increased beyond to. the hydrograph takes a trapezoidal shape as shown in Figure 3.1 below. As td is lengthened, the peak flow decreases. but the volume of runoff, the area under trapezoid.. increases. An allowable release rate is set (Q,) based on pre-development conditions. The allowable release rate increases linearly until it reaches the receding limb of the inflow hydrograph. The td is varied incrementally until the storage volume(shaded area) is maximized. This method is normally an iterative process which can be done by hand or spreadsheet Readily available software programs such as Bentley (Haestad) Pond Pack© Modified Rational Method'I" use this same methodology Downstream analysis is not possible with this method as only approximate graphical routing takes place. ,Discharge Qa =c sa Time Figure 3.1 Modified Rational Definitions 3.1.4.2 Design Equations The allowable release rate can be determined from Qa=Cla A (3.3) where. Qo = allowable release rate(cis) Ca = predevelaprnent Rational Method runoff coefficient = rainfall intensity for the corresponding time of concentration(in/hr) A = area(acres) The Modified Rational Method should be used for basins with fairly homogeneous land use and flow paths. Consideration should also be given to increasing the C factor for higher intensity(>25 year)storms because infiltration and other abstraction losses have a proportionally smaller effect on runoff during such events Care should be exercised in the calculation of the C factor and time of concentration used to determine the ED,to avoid oversizing the outlet device and thus reducing available storage PAGE 106 OF 133 PAGES AGENDA ITEM NO.8.A 3,1.5 SCS METHOD 3.1.5.1 Application The SCS a-lOJrl can be used for both the uric ff peak rates and the genitti l --n ni 7_f)t'.s for the routing of s,Nall i .r used for roost design 8�..,1�;. "r• it assumed¶I15t most u.s rti nt'h rie,_ i r':iY 'I. .. "'a octinputer program such a !-1EC:-Iii.k :Cher:=fore this manual_to s rr;r.°r.ia ;,;, ;_ in.-Jude i :a er.tuations and colIL:epts utillzcc-r the is adequately described in the HEC-HMS User's Manual and Technical R'erer?nr rv1,3P't, l 3.1,5.2 Runoff Factor(CIV) The St:S me rihr;:! t uirrlar: :; of: o s:iitics and land uses(ground cover)to assign a runoff factor to each area. Soils ha:a can `.a obtained from a site specific geotechnical report or from the County Soils. sur\,ey inforr•cation tie•=ilable on-line at http//soils.usda.gov/. Average antecedent ;;il rnurctt-- e:onditit:;rs :0=0MC II) are recommended for most hydrologic analysis. Table 36 gives standarh,;.;r,r r,-;moor values for a range of land uses. When a drainage area has n-'_re if ar,_r:c lcno use,a composite curve number can be calculated based upon percr-n:a;es land use- .,iilu a basin Table 3.8 Runoff Curve Numbers' Curve numbers far Cover Description hydrologic still groups vert5.ge Cover type and hycrrcifagie cor dirro intpervror s area', A BCD Cultivated Land: Vduh-out conservation treatment 72 81 88 91 With conservation treatment 62 71 78 81 Pasture or range land: Poor coric::lio.: 68 79 86 89 Good condition 39 61 74 80 Meadow: Good rarrndilion 30 58 71 78 Wood or forest land: Thin stand, poor cover 45 66 77 83 Good cover 25 55 70 77 Open space(lawns,parks,golf courses, cemeteries,etc.) Poor condition(grass cover<50%) 68 79 86 89 Farr condition I,grass cover 50%to 75%) 49 69 79 84 Good condition(grass cover a 75%) 39 61 74 80 Impervious areas: Paved. :Larl:.a.anr7 ttaii m c'ranl5(exc±Lrchnra rlgl I of-way) 98 98 98 98 Paved,open ditches(,ncluding right-of-way) 83 89 92 93 Grave,(ir;cludinq right-of-wc-y) 76 85 89 91 art iir;:.11-!dl'lr aoht-of.,N'ari 72 82 87 89 Urban districts: Cornlr,er,cial and business 85% 89 92 94 95 •nc!ustrlal 72% 81 88 91 93 9 PAGE 107 OF 133 PAGES AGENDA ITEM NO.8.A Table 3.8 Runoff Curve Numbers' Curve numbers for Cover Description hydrologic soil groups Cover type and hydrologic condition AV srdge percen� A B C I) honer ions area Residential districts by average lot size: 1/8 acre or less(town house) 65% 77 85 90 92 1/4acre 38% 61 75 83 87 1/3 acre 30% 57 72 81 86 1/2 acre 25% 54 70 80 85 1 acre 20% 51 -8 79 84 2 acres 12% 46 -.- 77 82 Developing urban areas and newly graded areas (previous areas only,no vegetation) 77 91 94 Average runoff condition,and I.-0 25 Tie average percent ilrir.iviou5 a.ea Shown•.•:.us uoe(.:to cle:•ei:'G'the ccr:lpcsite CNs. r_'±:':e ul:?piIu:s are d5 follusa impervious areas ate directly conr ucie0 iP the ,mica.icAis es-u, a G(•! >I�.=:� and;ery cus'are{i5 are corvaidereel ecurosick[:c a:'er' it the impervious:,I�•.� is poi..c.,orrrlectenl ill-S':-'?rrlerinoti h,.(lirre the effect Gals shown are equlva!ent to those of r.alst.Ir e olflu-usi e':_rd=may be computed for other cc'm.rinations of Open space cover type 3.1.5.3 Urban Modification of the SCS Method Connected Impervious Areas The CP.ts for various land cover types were revelope:d tor on specific assumed percentages of impervious area. These Chi values were dry- :ue J on the assumptions that 1. Pervious urban areas are equivalent to pasture in gocld hydrologic condition,and 2.. Impervious areas have a CN of 98 and are directly connected to the drainage system If all of the impervious area is directly connected to the drainage system. but the impervious area percentages or the pervious land use assumptions do not appear applicable, refer to the graphic:al chart provided by SCS to compute a composite CN Unconnected Impervious Areas k!Iunoff from these areas is spread over a pervious area as sheet Clow. To determine ON when all or car o` the impervious area is not directly connected to the drainage system, refer to the. d rapillcal mars orovided by SOS to r:GITIpdte a r orrip site CN. 3.1.5.4 Travel Time Estimation Travel time;Trl is th.0 lime it takes water to I:....ii(!rie!0..;],:11I I to another +li•1I1•.-1'.e'f,''i`r.;^1. through the various components❑t the drainage sy'sten- In ';`concentrate ,,r by summing all this trari i tin-ies for consecutive comporl:=ril. _•i ,e'l.1'I L'1=j r;I.L 'y'7F[11 from the hydraulically most distant point of the watei!,....l:1 of interest within the watershed 10 PAGE 108 OF 133 PAGES AGENDA ITEM NO.8.A Travel Time Water moves throufjl.e ^; rers shallow i;O Cer t..rated iiow open Crier- iel glow, or some combination of these. T hr._ iype l rid that occurs is a function of the conveyance system and is best determined by flelL •nspwoicrl Travel time is the ratio of flow I •_try to rl •rr City F1= L13600V (3.4) where: Tt= travel time(hr) L= flow length(ft) V= average velocity(ft/s) .,r3CrG= conversion factor from seconds to hours Sheet Flow Sheet flow can be calculated using the following formula. Tt= 0.42(iL)°'8 = 0.007(nLr (3.5) 60(P2) .5(5)°' (F2)u. (5).a where Tl= travel tl+rye(hr) n= Mand.iing roughness coefficient L flow length(ft). P:3= 2-year, 24-hour rainfall S= land siope(ft/ft) Shallow Concentrated Flow After 50 to 100 feet sheen f ov,usually becomes soe.11ov:concentrated flow. The average velocity for this type of flow;can Le graphically cletermioecl from information provided in the SOS manual or r..vii he cornl;utteu(loin Tie following equations Unpaved V= 16.13(5)°-5 (3.6) Paved V= 20.33(S)15 (3.7) where. V= average velocity(ft/s) S= slope of hydraulic.grade line(watercourse slope.ft/ft) After determining average velocity use Equation 3.4 to estimate travel time far the shallow concentrated rlo+;•r segment Open Channels ■ Open :Thc,iinels are assumed to begin where surveyed cross sections have been obtained. "it-ietc visible on aerial photographs, where identified by the local municipality, or where stream aesrgnatrorrs appear on USGS quadrangle sheets. • Manning's Equation or water surface profile information can be used to estimate average flow velocity. • Average flow velocity for travel time calculations is usually determined for bank-full elevation assuming low vegetation winter conditions. Manning's Equation is. V=('149/n)(R)213(S)"x (3.8) where: V= average velocity(ft/s) P= hydraulic radius(ft)and is equal to A/P,,, A= cross sectional flow area(ft2) P„,= aae:I�d perimeter(ft) S= slope of the hydraulic grade line(ft/ft) n= Manning s roughness coefficient for open channel flow if PAGE 109 OF 133 PAGES AGENDA ITEM NO.8.A After average velocity Is computed using Equation 3 8, Tr for the channel segment can be estimated using Equation 3,4. Limitations • Equations in this section should not be used for sheet Pow longer than 50 feet for impervious surfaces. • In '• atershecis ,vith storm sewers, carefully identify the appropriate hydraulic Pow path to estimare • A culvert Or bridge can act as detention structure If there is significant storage behind it Detained storage routing procedures should be used to determine the outflow through the culvert or bridge, 3.1.5.5 Hydrologic Stream Routing The routing methods selected for use in Wichita Falls are the Modified Puls and the Muskingum- °Ling?3 p-\cnrlt e.,:tiun methods 3.1.6 SNYDER'S UNIT HYDROGRAPH METHOD The Sny+:ler met'ud estimates-a Peak discharge and a tone to the peak of the unit hydronraph It also estimates shape parameters. Raintall runoff models. such as HEC:-1, •will typically compete the is*tiydrograph based or,assumed Parameters and relationships Typcially two parameters are needed to develop the Snyder Lilt Hyclrograph • TL-lag time and • C, -shape factor also e:•'pressed as C,it 1I, The following equation to c:trrnprlte lag tiros s'rou!d be.owed T4=CT(L*Lca1So.5)a.3 8 (3.9) TL. =Lag Time(hr) CT =coefficient L =hydraulic length of the watershed along the longest tow path l'mit Lcn= hydraulic length along the longest watercourse from the point under consideration to a point o pas.ite the cen`.roirl of the areinsLie basin(ml) S =v.wigl ited slope of the l:esin(ftlmi),measured from the 85%to the 10%points along the Ionpe-st stream path in the basin The value CT is a dimensionless parameter that is typically assumed to be consistent for various areas of the state a can t: esiirnate:rl from rr ighboring areas or calibrated for the whole or portions of the basin,and then applied to multiple subbastns within the watershed. Note that'here are mi...1rin'e forms of me Snyder equation for TL. Some use. ft:iff for the slope and son c !rr inn l rle the same at all. If a regional CT value is used vent,'that the same equation was '.:sed i i tr,e• study within which it was developed. Values ge,,er:ally range from about 0.7 up to about 3 0 though values outside that range have been calibrated. Thr r l•: Irintor Cp reflects the sharpness of the hydnograph High. "aides. up to a'oour. 500, rei•_=•_l a re['s responding basin with a sharp peaked frydropraph Low values. such as 250, ge a-:-, silt..[a natter slow resroridi'ut basin with a longer. fiar.te,nvdrIy ral:'ti These values are generally divided by 6410 and entered into HEC-HMS as the Cp value ranging from about 0-A to 0.8. 12 PAGE 110 OF 133 PAGES AGENDA ITEM NO.8.A 3.2 Downstream Assessment 3.2,1 Introduction The assessment shoulc extend from the outfall of a proposed development to a point downstieam where till discharge from a proposed development no longer has a significant impact on the receiving stream or storm drainage system The assessment should be a part of the preliminary and filial plans,and should include the following properties: • Hydrologic analysis of the pre-and post-development on-site conditions • Drainage pain which I:tefinee e::teri,of the analysis • CCapaicity analysis of all existing cc,nstr:nt points along the drainage path, such as existing floociple,n developments, underground storm drainage systems culverts, bridges,. tributary confluences,or channels • Offsite undeveloped areas are considered as"full bulld-out" for both the pre-and post- erevelocnsianrl analyses • Evaluation of peak discharges and Velocities for three(3)24-hour storm events • 2-year storm • Id-yea storm::and • 130-year storm • Separate analysis for each major outfall from the proposed development Once the analysis is complete, the designer should ask the following three questions at eacn determined junction downstream: • Are the post-development discharges greater than the pre-development discharges? • Are the post-development velocities greater than the pre-development velocities? • Are the post-development velocities greater than the velocities allowed for the receiving system? These questions should be answered for each of the three storm events. The answers to these questions will determine the necessity type. and size n'non-structural and structural controls to be placed co-s:le or do'wiistream of Ine proposed[ievelrrf::niecr 3.2.2 Downstream Hydrologic Assessment Common practice requires the designer to control pwak flow at the outlet of a site such that post- development peak discharge is equal to or less than pre-development peak discharge. It has been shown that in certain cases this does not always provide effective water quantity control' downstream, from the site and may actually exacerbate flooding problems downstream. The reasons for this have to do with (1) the timing of the flow peaks, and (2) the total increase In volume of runoff" Due to a site`s location within a watershed. there may be very little reason for requiring flood control from a particular site In certain circumstances where detention is in place or a master drainage pier has been adopted a development may receive or plan to receive less that ultimate developed fll:rw conditions from Iopelrearn This inigrit as can Il;lered in ins'detention nee(ed a id its influence on the downstream assessment Any consideration in such an even) .. pad be with the prior approval of the City Pi,blic'v`Vorks Director. This section Outlines a suggested procedure for determining the impas to of post-development stormwater peak flows ,find volumes that are required as part of a developer's stormwater management site plan. 3.2.3 Methods for Downstream Evaluation The d.own+nstream assessment is a took by r,,h.ch the impacts of development cce storm••refer pea;, flows and velocites ar,1 evali.lcted clownis•.treasrrt The goer=ssi,lent sic: lei :oris,i;ir,i zi:iiwe se' influence. of the proposed development and shall extend from t r .0 It,II ;f i l pine if to a point downstream Where the discharge no iorio r has a ticti i::'.al" I:7i;1 i'.n.i'I file receiving stream or storm drainage system 13 PAGE 111 OF 133 PAGES AGENDA ITEM NO.8.A Typical Steps in a downstream assessment Include: 1 Determine the outFall location of the site and the pm- and post-development site corditions 2 Collect data for the stomiwater facilitles within the zone of influence. such as reviewing other studies and obtaining as-ouill plans Based on this information. document.whether or not the downstream facilities were designer! for build out concrri`ians for air proper!, upstream and 'A'-ether there are any i i,ow problems downstream such as road ovenuppirige historical structure flooding. etc. If there are no such downstream: problems and if the downstream systems are documented as being designed for build out conditions upstream, then this information shall be presented for the approval and consent of the Di!, Poi::id '',fdnrks Director. If these Criteria are not satisfied, then the assessment must continue, 3 Using a lopogral'nif: map determine a preliminary lower limit of the zone of influence {apprGYiiriniei's 1i0. ...ilnll 4, Usin.n drr 1:,;.: r. .i:ic ,ietermine the. p'e-cleveloprrerii peak flows and velocities at each i inc[[inn boil: •.rr at the development outfaali and endind at tile next function beyond the •10% or of influence point The 10%zone of influence can ccc considered to he the pain! w•Ihi re the drainage area ,nontrolied by the detention or storage f3Cilir, comprises 1 U`u,or the total rirainage:ar e.a For e:^-arril7le if a Ci r uctur a ::[n1 s: boairi acres, the zone at influence ends at the poi•tt where trii?total rlrair i-J Imo.?I: ir. or greater Undeveloped off-site areas are modeled as full build-out for both the pre and past-development .analyses. The discharges and velocities are evaluated for the three design storms 5, Change the land use an the site to post-development conditions and rerun the model. 5. Compare the pre- and post-development peak discharges ant velocities at the downstream e =i nl lie model. If the post-deve'opeci f:ows are higher than the pre- developed il::i•.: for the same frequency event. s:rr lie post-cieveior-wd „e!ncities are h'aher than ihe aliov.,atale velocity of the downstream receivthg system.extend the model downstream Repeat steps 3 and 4 until the post-development flows are less Than the pre-developed flo,+s and the post-developeo velocities are below the allowable velocity. Allo'.'able velocities are given in Table 3.12 n Section 3 3 4. Open Channels 7. If shown that no peak flow increases occur do+.wnstream, and post-developed velocities are allowable, then the control of the flood protection volume can he waived by the City Director of Public Works. 8. If peak d:scharaes are increasea due to development, or if downstream velocities are erosive,one of the Tolloy i"iin options are required • Provide an acceptable design to reduce the flow elevation and/or velocity through chaririel or flow cnrrveyanc+ e;ruchire i:riprcvernents downstream;or • Des.gr'i an on-:site strui`.urai control raciiity such that the post-development firwx do not increase the peak flows- and the velocities are not erosive, at the outlet and the determined junction locations. 14 PAGE 112 OF 133 PAGES AGENDA ITEM NO.8.A 3.3 HYDRAULICS 3.3,1 Streets Gutter Flow The City has chosen to calculate gutter depth using a straight crown cross section. Design guidance on gutter flow hydraulics may be obtained from the Federal Highway Administration's Urban Drainage Design Manual,HEC-22. Formula The following form of Manning's Equation should be used to evaluate gutter flow hydraulics: Q= [D.561n]Sx5r3 S"2 Tara (3.10) where • = gutter flow rate,cfs • = pavement cross slope,f`ift n = Manning's roughness coefficieiv S = ior. iti.idinal slope ft/ft • = width of ticv,:r)r sprr,.ed P Manning's n Table Table 31 Manning's n Values for Street and Pavement Gutters Type of Gutter or Pavement Mannin4`s n Concrete gutter,troweled finish 0.014 Concrete guttel '-oath Smooth adio ning pave r io'7t 0 015 sough(broom finish) -b::iri r_t pavement 0.018 For°utters with small cr iTeS.. ...,I•or:: Sro,_!ument may accumulate, increase above values of n by 0.002 Stormwater Inlets II`ii_•s ;s... .or r,•ti;_onage of pavement sur;ces can be divided into three malor crosses. • Gra'l.:= !r er:=-.T'ricSc ii iiets include grate riles consisting of an opening in the gutter covered by c. .. or ,more 7:o::•as .arid slotted inlets c.-.ricrsting of a pipe cut along the longituc.nal ar:Is with a grate or spacer in form slot open.r-ip_: • Curb-Cirenina Inlets-These inlets ore veni.:c,:.;;:er i,gs Iri t•e r.ur:,covered by a top slab. • Combination I!-:lets -These filet and P. ll1Ei1L .I-Ile`, placed in aside-by-srbe the ci.i7b it.enin; ni,.n, upstream of the grate. Trie City of Wichita Falls requires the ,. fi. :,,rl: :vpe inlets. However, grate inlets may be allowed in certain design situations •.v l" :ne I.'nn i approval of the City Public Works Director. The City of U/ohira Fails requires trig ai,v i.aing grate inlets must reduce that calculated capacity of the grate by 50%due to the pro!�ao:lity of debris clogging the inlet Irilels may he classified as being on a continuous grade or in a .crimp Overflow (-provisions shall Lie prcivicled in sump!ocatic:ns to handle excess stormwater bows that may exceed curl: I ei;.tit ,n 15 PAGE 113 OF 133 PAGES AGENDA ITEM NO.8.A the event of e storm e.ceecllr,ca the design conditions or if r.he inter.were to clog These overflow prvvis•oris shall not adversely affect adiolning private trropety Design guidance for all inlet types of inlet hyrlratil.cs may be obtained from the Federal Highway Adrninrstra[von's Urban Or'airrage De ism+ +'Mantra!• +AEG-°2d, a.nicl from AASI-IT r s Model Drainage Manual 3.3.2 Storm Sewer(Closed Conduit)Systems Closed corli:lu - ,..-:ns may be. coi7lr lased of different lengths and size: of conduits Lsyste.) segments: ';:71-Inecle:I by appointment structures (system nodes). Segments are moat often crn_•..i! r 1_c:'i C•.I: call no a Lrix or other enclosed conduit. The following redo,remei-its snail be atl 'I I!'it i.:ii rletilt rl i}f tii:r'rl sewers • The InIiIh rape size Is l S: Ips,de diarriefer • Mrs hr){I_. •phali be provided at all changes In horizontal direction or i., 1 ps li _ -r5 or pipe intersections with a maximum spacing on long pipe runs of 1000 feet • Preformed wyes may be used only for single leads from an Inlet to the main line. • Approved piping materials for conduits are.; (1) Reinforced Concrete Pipe("RCP")with pipe class determined lay rieoth of rover and loading conditions installed per City Details, (2) High Density Polyethylene(HDPE)with a smooth interior may be used only when a minimum of 24" of cover from finish grade to the top of pipe is prov;ded and the pipe shall be properly embedded in strict accordance. with manufacturers' specifications, with graded gravel. Any HDPE i.ised witnln five feet(5)of a street pavement edge of under street sections:hat:be encased with flowable fall on all sides per City cetails. )di Poly Vinyl Chloride [`PVC 1 pipe a smooth interior surface is alior:able Pipe stiffness shall be a rnininlrirn of -i+l: •: t actris 1 class determined by depth of cover calculations with pipe not t:r e:•:•:tced;'• t: Hecli,n. Capacity Calculations A closed conduit may be under pressure or at other times the conduit may flow partially full, however the usual design .assumption is that the conduit is flowing full but not under pressure Under this assumption the rate of head loss is the same as the slope of the pipe(Sn=-S),in Rift. The hydraulic capacity of storm drain pipes for gravity and pressure flows shall be determined by the following equation: V=(1.4861n)17e-f3 Sf2 (3.11) where V = mean velocity of flow,ft/s lR = the hydraulic radius, ft - defined as the area of Flow divided by the wetted Flow surface or wetted perimeter(AMP) S the slope of hyr!r.eulic grade line ft/ft n = Mal-,nines roughness coeffic,ent 16 PAGE 114 OF 133 PAGES AGENDA ITEM NO.8.A In terms of discharge,the above formula becomes. Q=(1.486/n)A R2''S1+2 (3.1;I Where; 0 = rate of flow,cfs A = cross sectional area of flow,ft2 For pipes flawing full,the area is(rrl4)0 and the hydraulic radius is OM,so,the above er.ucoons.ecurne V=(0.590 D2'3512]In (3.13) Q=10.463 CPSIl,n (3.14) where' D = diameter of pipe,ft S = slope of the pipe=Sr hydraulic grade line,ft/ft The Manning's Equation can be written to determine friction losses For storm drain pipes as HF=[0.453 n2V2L1/[R411 (3.15) Hi=[(2.87 n2V2L]/[D8 ] (3.16) Hf=[(185n2(V2/2g)L]/[De11 (3.17) Uvhere H, = total head loss due to friction.ft(Sr x L) n = Manning's roughness coefficient D = diameter of pipe,ft L. = length of pipe,ft V = mean velocity,ftls R = hydraulic radius,ft g = acceleration of gravity=32.2 ftlsec2 Table 3.10 Manning's Coefficients for Storm Drain Conduits [NEC 22,20011 Roughness or Tice of Culvert Carrunation Manniucfs n Concrete Pipe Smooth 0.013 Concrete Boxes Smooth 0.013 HDPE Smooth 0.010 Polyvinyl chloride(PVC) Smooth 0.010 `NOTE:The Manning's n values indicated In this table were obtained in the lannratory and are supported by the provided reference.These numbers Should be consid,:rrcl as the hest possible For the pipe type. Actual field values for culverts may vary depending on the effect of abrasion, corrosion,deflection,and Joint conditions. Minimum Grades and Desirable Velocities The minimum allowable velocity for closed conduits flowing full is 2 0 fps The minimum slopes are therefore calculated by the muddied Planning's formula: S=[(nV)2]/[2.208R1 (3.18) where: S = the slope of the hydraulic grade line,ft/ft n = Manning's roughness coefficient V = mean velocity of flaw,ftts R = hydraulic radius, ft(area divided by wetted perimeter) 17 PAGE 115 OF 133 PAGES AGENDA ITEM NO.8.A For circular conduits flowing full but not Iin:i::r r-.; a F—rr::1 :riu rl:= .c,,;:.11 c grade line Is equal to the slope of the pipe. For these ci:.i r:hi:YiS Equation 3.20 may:t:_< ::pressed as: S=2.8T(nV)2/D'3 (3.19) For a minimum velocity of 2,0 fps,the minimum slope equation becomes 3=11.48(n2/D40) (3.20) Where: D = diameter,ft Maximum Velacities Maximum velocities in storm drains should not exceed 15 fpe ;° ._r. i e .Llal e',c:cl'.. snail not exceed the velocity of the receiving channel for the same storm event Hydraulic Grade Line All drainage plans prepared for review by the City shall a Id ie. the profile views for the system. The energy grade line(EGI )r tl e channel or conduit carrying water Total energy includes elevation head velocity he c pressure head. The 10-year storm hydraulic, grade line, for a closer) conduit system Si rah contained within the closed conduit system E=V2/2g+p,f6+z {3.211 where: E Total energy,ft V2P2g = Vetoc.ity head.ft(kinetic energy) p = Pressure,lbslft2 Ti = Unit we grit 02 4 lies/ft' pfi5 = Pressure head,ft(potential energy) = Elevation head.ft(patentla',energy) Eerno rlli's Law e,;l:rressed L°tweer i points one i 1;I and i:wo(2)in a closed conduit accounts for all energy foims and energy losses. The general form of the law may be written as; V1212g+pia+zr= '•,1'12g+pa(4'+z;-Hr- H, (3.22) where. Hf = Pipe Friction loss. ft = Sum of minor or form losses,ft An in-depth presentation of the FCL and HGL calculations fnc a closed conduit system is provided IF I toe Federal l i gl ay :::il r rl::=.t :al'.:,l ,:.Ui ban Drainage Design Manual HEC-22 to which reference is herein made. Storm Drain Outfalis All storm drains have an outlet where- fi::;:-.- fior r the sttorrn drawIaLe syst ni ua cischarged The discharge point can be a natural river or =,troarn an existing storm ctralrlace system. or a channel which is either existing or proposed for the p:rpoee of convey'og the storrnwater The procedure for ca:cl.hatri rhi the hydrarriic grade line tl,ion._:0 a Storm drainage. system Peg ins at the outfall. Therefore.consideration of outfall conditions is an important part of storm drain design. Storm drain autfalts shall include a headwall structure and a minimum 10 foot-long concrete apron with iI„•neci .l.. n tooting at a 7ranide:n nta an earthen channel. However, the maximum vel.,clty=_;,itir-:.r;[nit.•:,...rtlell -=nnor:_eceed the allowable velocity for the receiving channel. Refer to Tahle T..i- �8 PAGE 116 OF 133 PAGES AGENDA ITEM NO.8.A Several aspects of outfall design must be given serious consideration These include the€lowline or invert (Inside bottom) elevation of the proposed storm drain outlet. tailwater elevations: the need for energy dissipation, and the orientation of the outlet structure. The rim/dine or invert elevation of the proposed outlet should be equal to or higher than the flowlrne of the outfall If this is not the case. there may be a need to pump or otherwise lift the water to the elevation of the outfall. Energy dissipation may be required to protect the storm drain outlet. A minimum 10 foot-long concrete apron shall be installed at the storm drain outlet into another conveyance. The outfall velocity shall not exceed that of the receiving stream or the maximum velocities provided in Table 3 12. Protection may be required at the outlet to prevent erosion of the outfall bed and banks Riprap aprons or energy dissipators should be provided if high velocities are expected The orientation of the outfall is another important design consideration. Where practical, the outlet of the storm drain should be positioned in the outfall channel so that it is pointed in a downstream direction This will reduce turbulence and the potential for excessive erosion. If the outfall structure cannot be oriented in a downstream direction,the potential for outlet scour must be considered For example,where a storm drain outfall discharges perpendicular to the direction of flow of the receiving channel, care must be taken to avoid erosion on the opposite channel bank. If erosion potential exists., a channet bank lining of nprap or other suitable material should be installed on the bank. Alternatively an energy dissipator structure could be used at the storm drain outlet The tailwater depth or elevation in the storm drain outfall must be considered carefully Evaluation of the hydraulic grade line for a storm drainage system begins at the system outfall with the tailwater elevation. The starting point for the hydraulic grade line determination should be either the design tailwater elevation or the average of critical depth and the height of the storm drain conduit, (d, -❑)f2,whichever is greater Coincidental Occurrence If the outfall channel is a river or stream, it may be necessary to consider the joint or coincidental probability of two hydrologic events occurring at the same time to adequately determine the elevation of the tailwater in the receiving stream The relative independence of the discharge from the storm drainage system can be qualitatively evaluated by a comparison of the drainage area of the receiving stream to the area of the storm drainage system. For example, if the storm drainage system has a drainage area much smaller than that of the receiving stream, the peak discharge from the storm drainage system may be out of phase with the peak discharge from the receiving watershed. Table 311 provides a comparison of discharge frequencies for coincidental occurrence for the 2-, 5-, 10-, 25-, 50-, and 100-year design storms. This table can be used to establish an appropriate design tailwater elevation for a storm drainage system based on the expected coincident storm frequency on the outfall channel. For example, if the receiving stream has a drainage area of 200 acres and the storm drainage system has a drainage area of 2 acres. the ratio of receiving area to storm drainage area is 100 to 1 From Table 3 11 and considering a 10-year design storm occurring over both areas,the flow rate in the main stream will be equal to that of a five year storm when the drainage system flow rate reaches its 10-year peak flow at the outfall Conversely when the flow rate in the main channel reaches its 10-year peak flow rate,the flow rate from the storm drainage system will have fallen to the 5-year peak flow rate discharge This is because the drainage areas are different sizes, and the time to peak for each drainage area is different 19 PAGE 117 OF 133 PAGES AGENDA ITEM NO.8.A Table 3.11 Frequencies for Coincidental Occurrences 11'4woT,2e021 Area ratio* 2-pear design 5-year design Main Stream Tributary Main Stream Tributary 10.000:1 1 2 1 5 2 1 5 1 1,0001 1 2 2 5 2 1 5 2 100:1 2 2 2 5 2 2 5 5 10:1 _ 2 •2 5 5 2 2 5 5 11 2 2 5 5 2 ? 5 Area ratio" 10-pear design 25-pear design Main Stream Tributary Main Stream Tributary 10,000:1 1 10 •1 25 10 1 25 2 1,000:1 _ 10 5 25 10 2 25 5 100:1 5 10 10 25 10 5 25 10 10:1 10 10 10 25 10 10 25 10 1:1 10 10 25 2.5 10 10 25 25 Area ratio" 50-year design 100-year design Main Stream Tributary Main Stream Tributary 10.000:1 2 50 _. 100 50 2 100 2 1.000:1 5 50 10 100 50 5 100 10 100:1 10 50 25 100 50 10 100 25 10:1 25 50 50 100 50 25 100 50 1.1 50 50 100 100 50 50 100 100 'Tire Area ratio is the ratio or the overall drainage area of the receiving stream to the drainage area ;7l the facoity belt c..'alu.ated. There May be iris tarcee in which an excessive tailwater causes flow to back up the storm drainage system and out of inlets and manholes. creating unexpected and perhaps hazardous flooding conditions The Rot-entiaf for this Should be considered Flap gates placed at the outlet can sometimes allevlale l0iis c;nirditiorr otherwise it may tie necessary ,�jltl lit<r.ir::•rri rlrain from the outfall by use of a pump statio-i 20 PAGE 118 OF 133 PAGES AGENDA ITEM NO.8.A 3.3.3 Storage Design General Storage Concepts Storage of stormwater runoff within a stormwater management system is essential to providl'•Iq the e'ctended dJeleritio of flows toi water quality protection and downstream Si reairil]ar's: protection.as well as for peak flow attenuation of larder flows for flood protection. Runoff storage can be provided within en on-site system Through the use of structural stormwater controls and/or nonstructural features and landscaped areas. Figure 3.2 illustrates various storage facilities that Carl he corlside:ed fora Tie elr F:lneni s te. Figure 3.2 Examples of Typical Stormwater Storage Facilities Flood Level Dry Basin Flood Level e Permanent Pool Stormwater Pond or Wetland Rooftop Storage ❑❑❑ ❑ Parking Lot Storage Landscaped ❑❑❑ ❑ °°° I Area ❑❑ ❑ ❑ Underground Vault Underground Pipe Storage General Design Criteria • Outlet rates and design storms are defined in the City's Storrnwater Ordinance • HEC-HMS shall be used for large project designs(ponds with a drainage area of 200 acres or more): • A primary outlet device and corresponding storage volumes must be designed for •n sr_harpe of 2 'ID and 100 year storms; • Sr,r:e-storage curve or table for the proposed storage facility shall be provided for all l:ni:on designs; S[a.•;e-discharge curve or table for all outlet control structures shall be provided for all detard-on designs • Porisis may not be located in existing drainage ,,ays; • A sec_ochry outlet device(emergency sl:i.l.:ay: n al :le provided at all facilities and designed to pass the 1 CO-year storm n:n-:I or r: of freeboard is required at all earthen dams or where erosion ivy ccccl.r t10'1" •• Maximum design eaSEL shall be at leastl2`below the!mist:floor el•51.ahons of nearby stfLn'trrn?S, • All storage families must be able to drain t:y lr_I•:ry • Earthen ponds shall have a minimum: =:•- r;.l •i:: :io:.::Il f }•.. line of the pond bottom and have minimum side slopes of 4 I late.! 2l PAGE 119 OF 133 PAGES AGENDA ITEM NO.8.A • Pe,rnr,r_r r.ectetation shalt be established Ifl al!ealtherI;:iflriC1 If I[111`50 ponds to be accaal!a I r,it =ty mairitella,i1115 file vegetation shall e..a :liought tolerant blend contasi,q Licrrnudagrass Which IS auilvely growing,cover)rig the Yono floor arid side slopes wvith a1: foot-wide belt around the top of berm;and having no bare spots greater that one square foot P1 size • Retention ponds shall have a minimum,normal conservation pool depth of two feet unless the pond is intended to be stocked in which case at least 25f•h of the conservation pool depth shall be five feet deep or more. Measures shall he provided to insure that aerobic pond conditions are maintained. Only that volume existing above the normal conservation pool elevation shall be considered as storage. Discharge/outlet devices shalr he designed as with a detention pond; • The[Toxic-aim depth of f:R+Iu11r1Q in parking areas shall be 1F" however.the developer must Clearly Inideritity the area of potential poridinc over 12 deep will)s:gnage and assumes al:liability for veh:•cie damage: • Urldergrr:turld systems must have be designioci with adequate manway access for cleaning and must be able to drain by gravity • Rooftop system de':qi 5 mast also include the signed and sealed certification by a currellly licensed Texas professional engineer that the entire structure(primary and secondary framing)has been properly designed to accommodate the additional stnrrnwater loadings and that the building I n•velupe.has been des:Uried to;:,roperly protect the interior from watef intrusion as a result of the rooftop detention. General Storage Design Procedures The design procedures for all structural control storage facilities are the same whether or nor they include a permanent pooi of .ale! In tree latter case the perrnarie111 15:rol or stilhvav elevation is taken as the "bottom" of storage and is treated as if it were a solid basin bottom for routing purposes. It should be noted that the location of structural:_.tarrmwaier controls is very important as it'elates to the effectiveness of these Facilities to conticl downstream impacts. In addition. multiple storage facilities located in the sortie r:rain age haslri affect the t.n)nit !:1i the I1.:rwaff Ihrnr.Idh trio coriveyance system. Could decrease Of increase flood peaks ii i [different downstream locations Reller to Section 3 2 for the requirements of a Downstream Assessment 3.3,4 Open Channels Open Channel Types The three main classifications OF open channel types according to channel linings are vegetated, flexible and rigid Vegetated linings include crass with mulch sod and lapped sod,and wetland chaririets. Slone np•'ap and some tofnrs of flexible nlarrinade linings I:,r uabions are examples of flexible linings,while rigid linings are generally concrete or rigid block. Vegetative Linings - Vegetation where practical. is the most desirable lining for an artificial cha+."inei it stabilizes the channel body. consolidates the soil 11ass of the bed. checks erosion on the channel surface, provides habitat and provides•.rt,1! r aail t': benefits. Conditions under which vegetative.over only ma, rot -,0 acaaptable include but are not limited to: • High velocities • Standing or continuously flowing water • Lack of regular maintenance necessary to prev_1r of taller or woody vegetation • Lack of nutrients arid inadequate topsoil • Excessive shade Proper soil preparation. seeding. rnr,icninit. watering and any other work +ieiess.wv establishment of healthy vegetation shall be provided Charm i:; aar, l e r opt rl PAGE 120 OF 133 PAGES AGENDA ITEM NO.8.A marn[enanne until ve.oe[ei1:ri I'.•f illy established on a minimum of c:ll%at[he channel bririoni and side slopes Pilot Channels - Man-made earthen channels with longitudinal slopes of less than 0 5 ro n: [hot serve an Inca there consistent i'ow flows are or may become prevalent shall be provided•,iitl,a putt channel tier City Engineering standards. Flesib L.inincts—Rocs rrprao including rubble and gabion baskets: is the most common type of flexible ':fining for channels.. It presents e rough surface that can dissipate energy and mitigate increases+ri erosive ven-d ty These hnings are usi.iatly less exl: i isive than rigid linings and have self-healing qualities that reduce maintenance Flawnevec they may require the use of a filter fabric depending on the underlying soils, and the growth of grass, weeds, and trees may present maintenance problems Rigid Linings — Rigid linings are generally constructed of concrete and used where high Flow capacity is required. Higher velocities, however create the potential for scour at channel lining transitions and channel headcutting. Manning's n Values The choice of Manning's n value can significantly affect discharge. depth. and velocity estimates, Since Manning's n values depend on many different pnys::al characterstics of natr.iral and man- made channels, care and good engineering li_urlgment must be exercised in the selection process. Recommended Mani rii la s.i i values ton m&i-rrrtude dl rani eels with i ri ruled rigid,gals in Is st r1i,rats linings are given in the following Table 3 1'_ For natural channels Manning's n values should be estimate::using e:.:perience0 ju-grnerii and information presentee in publications such as the Guide for Seceding hlanrrrrrn's Roughness Ccef4crrerr;s for Natural Channels and Flax!Plair7S, FHVVA TS-54-2 ia• 1 ir:a, FH/NA I-ICC_'r5. 1958, or Chow. 1,r59. Table 3.12 Manning's Roughness Coefficients for Design of Open Channels Lining Type Mennina's Comments Max.velocity Grass Lined 0.035 a Concrete 0.015 15 Liner! Gatrions 0.030 10 n=0.0395d6 where t1 is the stone size of 10 Moak Riprap 0.040 which 50%of the sample is smaller Grouted 0028 FHA 10 W Riprap Uniform Flow Calculations Design Aids This manual does not attempt to provice an exhaustive review of open channel design.Following is a discussion of the equations that can be used to+ the design and analysis of open channel fla The Federal Highway kdminisirattirjrr Hylraulac Dcsio:i .Star1+_iard manuals have numerous design charts or ni:imographs to and in lIie design of rectangi:.,ar. trapezoidal, and triangular open channel cross sections In addition design charts for grass-lined channels have been developed Numerous software programs are available for calculating open channel flows. All submissions of design r data in the c_'i+y ,r.i;i ,!.-ai ly define which programs were k.rsed for analysis Manning's Equation Manning's Equation presented in three forms below, is recommended for evaluating Uniform flow conditions in open channels. Most packaged drainage software utilizes these basic formulae: 23 PAGE 121 OF 133 PAGES AGENDA ITEM NO.8.A v=(1.49/ui) S`2. (3.23) Q=(1.49/n)A Rz"a S'r (3.24) S=1Q„f(1.49Ates)I2 (3.25) where' V = averaae chancel velocity(ftlsi Q = discharge tate for design conditions(cfs) n = Manni ng's roi.Jgnress coefficient A = cross-sectional area(ft2) R = hydraulic radius A/P(ft) P = Wetted perimeter(ft) S = slope of the energy grade line(ftllt) For prismatic channels, in the absence of backwater conditions, the slope of the energy grade line. water surface and channel Ixcom are assumed to be equal. 3.3,5 Culvert Design Overview A culvert Is a short closed (icefirered) aor Id'Il that co'Ivevs aroi n Prater runoff under an embankment or away from the street right-of-way The primary purpose of a culvert is to convey surface water. but property designed it may also be used to restrict flow and reduce downstream peak flows. The hydraulic and structural designs of a culvert must be such that minimal rises to traffic property rlarna.g . and faiiure from floods prove the results of gcor engineerinrt pao-'ice anti economics. For economy and hydraulic efficiency, engineers should deslan curverls. r:cerate with the inlet submerged during flood flows if conditions permit Design consider atr;r,s irai'cie site and roadway dais. (leSicrl p.ararnefers.(including shape material and rrrientai orl; ydrulcri/ (flood magnitude. velsue. frequency Ielatr,n) and l.hannel analysis istag. relation). Design Criteria The design of a cifroved should take Into account marry different engineering and technical aspects at the culvert site and adjacent areas. The following list of design recommendations should be considered for ail culvert designs as applicable • Storm Frequency Refer to the Stormwater Ordinance Culverts must pass a minimum of a 10 year event but are also subject to depth of water restrictions over the roadway, • Velocity Limitations Culverts are limited to velocities or'IFS firs.ho+•;ever we maximum alfoWable velocity of the downstream conveyance shall not f.',e exceeded • Debris Control o In designing debris control structures, it is recommended that the Hydraulic Engineering Circular No.9 entitled Debris Control Structures be consulted • Headwater Limitations Governed by depth over roadway limitation of the Stormwater Ordinance. 24 PAGE 122 OF 133 PAGES AGENDA ITEM NO.8.A Tailwater Considerations Flr' ..-,rn!J_• ..,_ .:I: !Li cdr lirared easement';girl 1_ ;:,,. •'•r :1:. :rn. u • Culrrert Inlets Hydraulic. efficiency and cost can be sioniiic.antly affected by inlet conditions, the ini,e corciti lei t Me is a measure of the hydraulic efficiency of the inlet, with i:iit.oalirlg pronto eii,;,lerlcy N.'noYsfTiinerideci inlet ;pefficaents are oi.cr,,r 1 14. • rnlels with Headwalls Ilea sr:!Lt: rria, i. used for a variety of reasons. including increasing the erribenkmr:r.r stability. providing embankment ri _..lion against i]i p avid rig pioreclion trorn buoyancy and s 1priernrr7 lr:e l:ngth of th.: rrrq ji c d structure Headwalls are required for all culverts and =vn.r_rn buoyancy necessary If high headwater depths are to be e.ru:uuntered, 6r velocity In the channel will Cruse SCuur, a short channel aprcri should be pr 7.vi.I d at the toe of the headwall. Thrs apron sr:r_•uldi,-,[,:rid at least are pipe diameter upstream from the entrance, and the top of the apron should not protrude above the normal streambed « vvrngwarls and Aprons '.:h•lrr.yal s are used where the side slopes of the channel adjacent to the entrance are unstable or where the culvert is skewed to the normal channel flow, « Improved tnlets add in.e ii let corudilt,ons control the amount of flow that can pass through the _ iF r r q_r •+ _ ! nlets can greatly increase the hydraulic performance of the culvert. • Material Selection Reinforced concrete pipe (RCP), pre-cast and cast it place concrete luxes are recornmenterl for u e(1) under a roadway ( ) when pipe slopes are less than 1% or (3) for all flowing streams Hign-density pclye;hylene (HDPE) pipe may also be used if encased in f;owebie fill as sbecifie:d by City details, Table '. 1:3 gives recommended Manning's n values for different rnaterrals. • Culvert Skews Culvert skews shall riot exceed 45 degrees as measured from a line perpendicular to the roadway centerline without approval. • Weep Holes Weep holes are sometimes used to relieve uplift pressure on headwalls and concteie rip-rap. Filter materials should be used in conjunction with the weep holes on order to intercept the flow and prevent the formation of pining channels thre-5ugh the Fill enihankmrrnr Tl,i_ titter materials should be •:resigned as an underorain tillersc, as not to become clogged and so that piping cannot occur through the pervious material and the weep hole • Outlet Protection Culvert discharges shall be treated as a storm drain outfall. • Environmental Considerations Where c.::!rnI:atlble . .?ai,r;engineering a site should be selected that will perm t the outer' r, _orisirr•_ied to cause the least impact on the stream or ..?a ar!d i _... .:'.I .., }vat consider the entire sire n c.udln any 25 PAGE 123 OF 133 PAGES AGENDA ITEM NO.8.A Safety Considerations Roadside safety should be cn,lsidered for culverts crossing under roadways L uaiclr9lls Or solely end treatments may be deeded to enhance Safety at Culvert crossings The AASHTO roadside design guide should be consulted for culvert desirti s under and adjacent 10 roadways. Table 3.13 Manning's n Values Tvoe of Conduit Wall&Joint Description• Manninds n Concrete Pipe Good joint,,,smooth walls 0,012 Good joints.ruu:gh ❑016 Poor joints,rough Walls 0.017 ' Concrete Box Good joints,smooth finished avails 0.012 Poorjcrnrs rough unfirlsrte;i Walls 0.018 High Density Smooth Liner 0,011 Polyethylene(HOPE) Corrugated 0.020 Polyvinyl Chloride(PVC) 0,011 Source: HDS No,5,2001 Note: For further information concerning Manning n values for selected conduits consult Hydraulic Design of Highway Culverts.federal Highway Administration.2001.HDS No 5,pages 201-208• ' Table 3.14 Inlet Coefficients Type of Structure and Design of Entrance Coefficient lC ' Pipe,Concrete Piojer:tir•ct liars iii sacker end,grove-end) 0.2 Proi+c .rng tram till square CO:end 0.5 Headwal or h_-adrvail and w ngwalls .Q.;h:el F'I r:j at i„pe(groove-end) 0.2 cic ua<e-edge 0.5 P.ourtaecl[re_Iits=1112+.1_•+;i 0.2 Mitered to:ontorm to II)!slope 0.7 "End- Corllairni:i t to till sloijle 0,5 Ne1eled.s ages.:;.. 7 or 45 bevels 0.2 :ice-'Dr.,Tape-ta`ered.inlet 0.2 26 PAGE 124 OF 133 PAGES AGENDA ITEM NO.8.A Table 3.14 Inlet Coefficients Type of Structure and[lesion of Entrance Coefficient K„ Box.Reinforced Concrete F{ea._iv ll pa;aliel to e+nbaiifunelit tics-...irrywaIl5) Squ re•ndged on 3 edges 0.5 Rounded on 3 edgeS to radius of[1112('0)]or[1112(B)l or beveled edges on 3 sides 0.2 Nlnavwa lls at 30'to 75'to barrel Sri uai e-edged et crown 0.4 Crown edge rounded to radius of(1/12(0)]or beveled top edge 0.2 I-�pww�;lit di 10 cc 25 ICE t i'el Square-edged at_.ovm 0.5 Wingwalls parallel(extension of sides) Square-edged at wciwr. 0.7 Side or slope-tapered inlet 0-2 I Although laboratory tests have not been completed on;;, vetu ns fG-Nita Density Polyethylene(HOPE)pipes,the K,.values far corrugated metal pipes are recommended Ior HOPE pipe:. • Note' "End Section ccnterming to fill slope made of eilhrr rriCt:,l cr concrete. are the sections commonly available from manufacturers From llrlile❑rIy5 curio tesrs thdy'are.equlvaieid in Operation to a heaUY:aii in both infer UOJ Outlet oulirsi Some end s.crions incorpornting a closed,apex in(heir rle;lrin have a superior hydraulic performance. These latter sections can be deslgi ad uslno LIES inforrnat•tto gweui`c+the ueveled infer Source: HOS NO.5,2001 Comprehensive Design Guidance Comprehensive design discussions and guidance may be Pound in the Federa: Highway Adminrstrat:on, National Design Series No 5 document entitled Hydraulic Design Highway Culverts Second Edition, published in 2001. This document is available from the Natior,al Technical Information Service (http.//www ntis.gov/search/index.aspx) as Item Number P82003102411 Search for this document using the Item Number 3.3.6 Bridge Design The foiln,incl s'.Ibsectionic present considerations related to tiie 'iyt:Ireulics of bridges !t Is generally excerpted from Chapter 5 of the Texas Department of Transportation (TxDOT) Hydraulics Des'on Manual dated March 2009 Design Recommendations The desi:_i:-: :1 a bridge should take into acco int many differerr[engineering and technlcsi aspects at the brlcece site and adjacent areas. Bridges shall be desuaned to pass a 100-year event with 12' or freeboard betsueerl the calculated thin year water surface elevation aria the lowest structural member. Loss Coefficients The curitraction and c:%(:u`:iu_l` C ,r i th-b'-Irt'1 the bridge opening creates hydraulic losses. These :...... -.- :il _• st 1;;:;nn[ed for hrn,f_lh iI i use of loss coefficients Table 3-15 gives recciyi lcr-lG .mil.•.„ -Ies for the Contraction(K,) C cetficients 27 PAGE 125 OF 133 PAGES AGENDA ITEM NO.8.A Table 3.15 Recommended Loss Coefficients for Bridges Transition Type Contraction 1Kd Expansion fK.) No losses computed 0.0 0.0 Gradual transition 0.1 0.3 Typical bridge 0.3 0.5 Severe transition 0.5 0.8 3.3.7 ENERGY DISSIPATION General Criteria Erosion problems at culvert,pipe and engineered channel outlets are common. Determination of the flow conditions, scour potential, and channel erosion resistance shall be standard procedure for all designs. Energy dissipators shall be employed whenever the velocity of flows leaving a stormwater management facility exceeds the erosion velocity of the downstream area channel system. Energy dissipater designs will vary based on discharge specifics and tailwater conditions. Outlet structures should provide uniform redistribution or spreading of the flow without excessive separation and turbulence. Recommended Energy Dissipators For many designs, the following outlet protection devices and energy dissipators provide sufficient protection at a reascnable cost: • Riprap apron • Riprap outlet basins • Baffled outlets • Grade Control Structures Refer to the Federal Highway Administration Hydraulic Engineering Circular No. 14, Hydraulic Design of Energy Dissipators for Culverts and Channels,for the design procedures of energy dissipaters. PAGE 126 OF 133 PAGES AGENDA ITEM NO.8.A APPENDIX PAGE 127 OF 133 PAGES AGENDA ITEM NO.8.A DETENTION FACILITY AGREEMENT STATE OF TF,iAS COUNTY OI'WICHITA § KNOW ALL MEN BY THESE PRESENTS This agreement made this the day of .20 .by and between the City of Wichita Falls_ Texas. hereinafter "City" acting by and through its City Manager, and _.:Owner=->. hereinafter "Owner". The terns "Owner"shall include the above named owner,its successors and assigns. WITNESSETH: WHEREAS,Owner is the owner of certain real property located in the corporate, limits of the City, more fully described as Legal Description and incorporated herein by reference(the'Owner Tract");also known as ---Street:lddres-s:. and. WHEREAS. the Owner and the City desire that the development of the Owner Tract be in accordance with applicable storm water runoff regulation of the City, designed to promote the health.safety and general welfare of the citizens of the City, NOW, TIHEREFORE. in consideration of the covenants contained herein and other good and valuable consideration- die receipt and sullicicncr' of which are hereby acknowledged,the City and Owner hereby sauce.as fillloaas: ARTICLE ONE In consideration of the City plat and site apprrs al of the [hi Her Tract. ()wrier hereby agt•ces to construct. maintain and repair a certain Detention Facility to be constructed on a portion of the Owner tract. identified B attached hereto and made a part hereof for all pu,prrscs(thhe'•1)elention 1':i ilia"). ARTICLE TWO [-pawner shall construct. maintain and repair the Detention Faeilily ;Ira condition sufficient to provide storm water detention in accordance as nth the regulations or the City in eiteel r>n the date of this igrecnrenl. The Detention Facility :and site grading shall be coriipletcd in accordance with Site and Ciradinn, Plans submitted by Ow ncr and approved by City and shed! he completed prior to C'ity's issuance of-a Certificate of Occupancy for any building constructed on the Owner Tract. The Owner shall not allow any structure nor alltm any modification ithrin the limits of the Detention Facility which will adversely .Mucci the per'onit:ulee of the facility. hi the event the OMuer shall subdivide the t.tans Tract into tan o(2)or more parcels n hich use the Detention Facility. the inner of each restiitin 7 tract s.hal l have the right to perf.inn the maintenance ne ce,4sar\ to retain the functionality of the Deteirtirm 1'acilit' . The maintenance obligation shall be a covenant running vi ith the Owner l raet;prodded. how ever. that in the event any owner Revised.9001.2 Page I of Owner Intl PAGE 128 OF 133 PAGES AGENDA ITEM NO.8.A conveys its interest in the[hliier Tract,such ccni+evilw ola her shall he released Ironi any and till obligations under this agrectnent arising after the dale or such c1+111'e\ lri•:e. City shall lime the. ri ht to illtipeel the Detention I--aeilik at ull reusclnahi tins -: to ensure compliance with this tizreenient and. f Inn her hereby !grams City acres-: t•r :.aid aerc. the C7++tie, 1rlcl for this purpose.. hi the event Owner fails to toll( perfarni its ubligatit.rls and'r tin' :iereerllenl to maintain the Detention LI 11 Ia,1Lire continue, hi thii'I i+i:).; L1:1ss al'l.r ra:sipr he Miler of written notice li•.In the (-`ilS it, Owner. (fir, shall ha+e ill_ ritlii is'"i ciioi i, the necessary inaintenuiuiee :LIIJ le- , ILI r.,rt,l'rllserneni from the O+u,irl itt, the ,s,,sssn:llile e',perls_- Henn I •. ('it:, III onrr114s.ik ii Any 11o11cc 1 epuI:_'.I-demand or ,,tiler collar rril,.,'atu iu to lie given to the[)1'.Glei" is I';;Ilh the shall be in + riling and shall be: deemed to be deli+cues1. if sent by mail. Mice ;.;I Ins follosi i,y, c!.'pnsh in a U.S. Postal euvice ,e,:epu.I IC- plsia'ee prepaid, as es-nilied ,nail, return ieeeip[ rep tested: or by (prepaid) ll:itHnit] ttverni2.lit courier service (e.g., FedEx., Airborne_t'1'S- 1"••.press \tail,etc-},addressed:is set forth li loli: To Owner: Owner Name Owner Address Owner City,Stut.: To City: City ofWichita Falls„-texas (.Attn: C'its llanager) 1:Mt) _Ih ti[reel P.s.). Box 1431 11 ieliital Falls,Texas 76301. Either party may. at any time, or from time to time, designate in writing a substitute address for that above set forth and thereafter all notices to such party shall be sent to such ;1ddress. ARTICLE THREE Owner ;ones to indemnify and hold harmless the City, its officers, agents and empllnces l'nam all suit.,._ actions or claims, and from all liability and damages For any and all injuries or damages arising solely from or as a result of Owner's negligence in the perlomianee or failure to perliorm its obligations wider this agreement. ARTICLE f'0t7? .Approval of tliis agreement by the City shall not ereale an anew<"cal obligation al the Cit. nor doe:: such approval indicate approval of the :rppropriatcnesri, adecluari or ngin:erin ofthe Detention Revised 9W20l2 Page 2 ntri Owner Ina ail- PAGE 129 OF 133 PAGES AGENDA ITEM NO.8.A IN TESTIMONY WHEREOF, the parties have caused this instrurrtent to be executed on the date shown above. Owner By: Name Title NOTE: PLEASE COMPLETE APPROPRIATE ACKNOWLEDGEMENT ONLY STATE OF TEXAS § CORPORATE ACKNOWLEDGMENT COUNTY OF WICHITA § BEFORE ME,the undersigned authority, a Notary Public in and for the State of Texas_ on this day personally appeared . known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that same was the act of a -State of entity's formation>.-, [corporation, limited Iiahrlirc ccirpw sar!off or Iinrited partnership], as the .=_tide of officer or agent=', and th.it he .secured :;.riot_ I'irr the purposes and consideration therein expressed and in the capaeri t herein r,rtcrl• GIVEN UNDER MY HAND AND SEAL OF OFFICE this the. day of Notary Seal Notary Public STATE OF TEXAS § INDIVIDUAL ACKNOWLEDGMENT Ct 11'Nfr r I \\ It:II l'I.1 § BL:f()RE. 111'. the uncte'riigtaed authority, a Notary Public in and for the.State of Texas, on this clay perscritaIly:rppc:rrcd ,known to me to be the person ++hose name it subscribed to the foregoing instrument and acknowledged to rate that he executed sums for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAT. OF OFFICE this the day of ,20 Notary Seal Notary Public Revised 9/2012 Page z of ti Owner lair i;i i PAGE 130 OF 133 PAGES AGENDA ITEM NO.8.A City of-Wichita Falls,Texas By: Damon Leiker,City Manager STATE OF TEXAS COUNTY OF WICHITA HFFORE ME_ the undersisned authority. a Notary Public in and for the Slate of Texas_ on this clay Peisonallti apI?e:ircd 1)xrron Iciker, l'n\ 1 itta _r for the Cit or Wichita FaI1- t-exas. a municipal corporation. I:nrncri to inc it} lac the person ;ntd ollicer ch +scr Hanle ! wuhticnbed. Io the lorcgotng instrument and aeki led2.ed to me Ih:it sii111e Ykas the.i i of said t_itV of 11'ichila I ally. ;I I c.ti.t municipal corporation.1r. :Itttl that he executed salve for the pit uses and corltiideralic:in therein e';E1ro:-eil ailst in the e;tpaeity therein stated. GIVEN I \I)F;R MY 1-1.1NI) .\\l) SP,.OI, OF OF I=ECE thin the day of 20 Notary Seal Notary Public Revised 9/ t)12 Page 4 at) Owner Jnitint- PAGE 131 OF 133 PAGES AGENDA ITEM NO.8.A EXHIBIT "A" AS erNsTituri VD MAX STORAGE VOLUME XXX-XX GRLL E MAX.RELEASE RATE XXX opim , , 1 • S ?, a. .. 8 • 1 _ /i ,1 6/ "..., / 0 ' / I I.t. I ... t,i i,--''.I Fli - / t Er• i.2 „,-------0)_,„ '-"----\ — ,, -:'•- E. 'i u - — •,.... , , a, .L.,:::,,c,y ,,.:Fc55,,,-,..,... 5E,-„ ,-.,!.17. BCH:J.:RE .81; 7.5 P..P..11,,.URI r V N 3 I.-I 10.i P:..,.r=.i. IF r .8.1.4. ttrt•!....'35,•-'.0_8 C'.t..,.CIF,:, ce......r..'t,,:.•-• ,:,-.f.r,..A, -_,D1:F e2,,,,.A::if WIT' IIF,Y.4...-rr,I:E 5..G.i,L,•'.', -.:F A. '-•4" ! ,I, t- ,L,-rtiw I',:.,,,,, -',E r--0 ID I,,r, .1_3., 0,.:r'r_0, /..; ... ,f..-ECI=, 7I-E .:,t E l':,la ,. JOHN DOE EX lilli:I .'A.. ENGINEERING DE I EN-11CIN FACILI 1Y ..0.0.)).-0.) F.x.4,1p,...7 ,,S1.431)1 VLSION/.....AME..3:• , Revised 9/2012 Page 5 of 6 Owlizr tit iiials PAGE 132 OF 133 PAGES AGENDA ITEM NO.8.A EXHIBIT"B" DETENTION FACILITY-FIELD NOTES A TRACT OF LAND MORE COMMONLY KNOWN AS THE DETENTION FACILTY ISA PORTION❑F«LOT, BLOCK.SL3D V 51O'\'\AMC or.ADD T13P,TO THE CITY OF WICHITA FALLS,TEXAS,AS RECORDED IN VOLLM5 XX,PAGE K,'ARCH TA COUNTY '..AT RECOROS.THE BOUNDARY OF THE DETENTION FACILITY IS MORr 5:°-::-1CA..Y Dr5CR nr17 rw MmTrS AND ROUNDS AS FOLLOWS: BEGINNING AT A„ XC.II XXI)rORTllr MOST EASTERLY SOUTHEAST CORNER OF SAID[SLOT, BLOCK>7,FOR L-IE.SOUTH-AST CO RV-R AV-)?_ACE OF BEGINNING OF THIS BOUNDARY: THENCE SO...TH C'0'00'CO'",NE ST?::r.x?:' rT A_ONG THE SOUTH LINE OF SAID a<LOT»».TO A POINT FOR THE SOJTH'WEST CORNER')' I THEVCF EEIRT•I Ct.. i•i?'ai1' EST:xt .v ---T AI ONG THE EXISTING PROPERTY LINE TO THE NORTIIWr ST C:?Rs.-i::-T•I;-..... .-.i..r THENCE NORTH 00 00 W'EAST"WOK f T A_ONG THE EXISTING PROPERTY LINE TO THE NORTHEAST CORNER OF THIS BOUNDARY. THENCE SOUTH DO°00'iYl"-AST XX XX Fr FT TO THE PLACE OF BEGINNING AND CONTAINING XX.XX ACRES OF LAND,MORE OR _S,. Reeiu:d 9/2012 Page 6 of 6 Ovmer Initials PAGE 133 OF 133 PAGES AGENDA ITEM NO.8.A CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Ordinance making an appropriation to the Special Revenue Fund in the amount of $7,000.00 for grant funding from the Dallas Internet Crimes Against Children Task Force, which is administered by the City of Dallas Reimbursement Program. INITIATING DEPT: Police STRATEGIC GOAL: Efficiently Deliver City Services STRATEGIC OBJECTIVE: Practice Effective Governance COMMENTARY: The City of Wichita Falls has been invited to participate in the Internet Crimes Against Children Task Force Reimbursement Program funded by the Dallas Internet Crimes Against Children Task Force, which is an affiliate of the Department of Justice with funding totaling up to $7,000.00 with no cash match required. This is a reimbursement grant, which requires the grantee to expend the funds and then submit for reimbursement. The Wichita Falls Police Department intends to use these funds to assist in the purchase of digital forensics equipment, software upgrades, training, and travel expenses related to the Internet Crimes Against Children Task Force. Staff recommends approval of the ordinance. ® Police Chief ASSOCIATED INFORMATION: Ordinance ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 1 OF 2 PAGES AGENDA ITEM NO.8.B Ordinance No. Ordinance making an appropriation to the Special Revenue Fund in the amount of $7,000.00 for grant funding from the Dallas Internet Crimes Against Children Task Force, which is administered by the City of Dallas Reimbursement Program WHEREAS, the City of Wichita Falls has been invited to participate in the Internet Crimes Against Children Task Force Reimbursement Program funded by the Dallas Internet Crimes Against Children Task Force in the amount of $7,000.00 with no cash match required; and, WHEREAS, the use of these funds are planned to be used by the Wichita Falls Police Department to assist in the purchase of digital forensics equipment, software upgrades, training, and travel expenses related to the Internet Crimes Against Children Task Force. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: There is appropriated $7,000.00 in the Special Revenue Fund from the Dallas Internet Crimes Against Children Task Force Administration reimbursement program, and the City Manager is authorized to execute all documents necessary to accept said funds on behalf of the City of Wichita Falls. PASSED AND APPROVED this the 16th day of January 2024. MAYOR ATTEST: City Clerk PAGE 2 OF 2 PAGES AGENDA ITEM NO.8.B CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Resolution authorizing the purchase of Eleven (11) 911 Define Console Systems through the H-GAC (Houston-Galveston Area Council) Cooperative Purchasing Program from Russ Bassett Corporation in the amount of $292,931.91. INITIATING DEPT: Police STRATEGIC GOAL: Efficiently Deliver City Services STRATEGIC OBJECTIVE: Practice Effective Governance COMMENTARY: The Wichita Falls Police Department intends to purchase Eleven (11) 911 Define Console Systems through the H-GAC (Houston-Galveston Area Council) Cooperative Purchasing Program from Russ Bassett Corporation totaling $292,931.91 . The approved budget for this project is $300,000.00. The dispatch consoles in our Public Safety Access Point have reached the end of their life cycle and need to be replaced. The consoles were purchased in 2005 and have had 24/7 use over the last 18 years. The average life span of a dispatch console is 12-15 years. Replacement parts are no longer available. Due to the inability to rehabilitate the existing consoles and in order to prevent possible injuries for repetitive motions from poorly adjusted work surfaces, Staff is recommending that we replace the consoles at this time. Texas Local Government Local Government Code §252.022 exempts items purchased through interlocal cooperative purchasing contracts from the State's competitive bidding requirements. This chapter does not apply to expenditure for. . . (12) personal property sold. . . under an interlocal contract for operative purchasing administered by a regional planning commission established under Chapter 391. Staff recommends the purchase of Eleven (11) Define Console Systems in the amount of $292,931.91. ® Police Chief ASSOCIATED INFORMATION: Resolution ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 1 OF 21 PAGES AGENDA ITEM NO.9.A Resolution No. Resolution authorizing the purchase of Eleven (11) 911 Define Console Systems through the H-GAC (Houston-Galveston Area Council) Cooperative Purchasing Program from Russ Bassett Corporation in the amount of $292,931.91 WHEREAS, Texas Local Government Local Government Code §252.022 exempts items purchased through Buyboard vendors from the State's competitive bidding requirements; and WHEREAS, it is necessary to replace the dispatching console systems for the Public Safety Access Point (PSAP) once they have reached their system end of life cycle, to ensure that public safety is not compromised due to a failing public safety system; and WHEREAS, the City of Wichita Falls has received a quote from Russ Bassett Corporation for the purchase of Eleven (11) Define Console Solutions, and it is in the best interest to purchase this equipment from Russ Bassett Corporation through the H- GAC Cooperative Purchase Program. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: The City Manager is authorized to execute all documents necessary for the purchase of Eleven (11) 911 Define Console Systems in the amount of $292,931.91 . PASSED AND APPROVED this the 16th day of January, 2024. MAYOR ATTEST: City Clerk PAGE 2 OF 21 PAGES AGENDA ITEM NO.9.A Wichita Falls Police Department 91 1 DISPATCH CONSOLE FURNITURE PROPOSAL �z or- n. .. P gill y�q� ��I ,.. I I 11 F r'11i5�.',' 1 -- w s r MO �... � �1t149i 1f'11.f., i `_) -* . ..t. M ' I _,r i- , --- . �:r us Bassett 6189 Byron Road Whither,CA9U6D6 Tel'562.945.2445/Fax 582.698.8972 info@russbassetkoam PAGE 3 OF AGENDA ITEM21 NO.PAGES 9.A a:russbassett October 5, 2023 Ms.Zari Espinai. Wichita Falls Police Dept Communications 1 Ci Flood Srreel Wichita Foils, Tx 76301 Ms.Lori Espinal, on behalf of the Roos Bassett tecrn, I.would like tc thanik you loi the opport•.'riity to serve the Wichita Fails Police Department Communications. designing a 91 1 Center that meets your opevationcl needs. have real s er-n.oved meeting :ou and aeftinu to know 'rou at the lexas Public 'safety Conference this year. I am happy to provide you with the following designs and corresponding quotes. We believe that the Russ Bassett Define Console System is the best product solution for the Wichita Falls Police Department and that our team is most qualified and suited to execute this minion critical psojec:t. We plan to demonstrate this through our relevant praiecy and professional esp,erien':=e:n the PSAP environment. Russ Bassett is an industry leadin•a designer and manufacturer of consoles for mission critical :nvii,onrnents. 1"ie r•::r t;i;: n l k:usirie s for 6''r ;tors and have a state of the drt 110,000 square fool h:.an_!1•_•.:il;;n:_i r. ..ility •Ind showroom in Whittier, CA. Russ Bassett has the proven expect a :; rr i en:e 'r: the layout, design manufacture and installation of °nisiori criti•c•.1 n •:I : syst•; n:, I:;•::r--:a on our successful similar project work at public s•atety facilities suci, Deni•_•'-, Police Dept. Denton TX, Hays County TX.and most recently Williamson Count',.u I .•.>r,ts;l. i•;•:::c:, u:i;'� fh•:ai t':;•1=' rl,.ir sr.rr tt pose iinicue ct-i:r:-Hues and demands Fu Y,Bosseff PSAP urnishings that lair i Emera.ncy Car Centers a product n;:a•ille::• st c: rat inteyr:ty, full sit tic stand ergonomic adjust-ability• complete cobre management and advanced technology integration. {Jur goal is ttrat every Russ Bassett client has, an e:.r ellent expel en• e ss oii.irg •.vilti us from prOleC:+ inception through successful ,_^.rolec installation Our references ill acted that we will not on!y meet your yvpeictations. but we will also exceed there. ':r:'e will blirlg drive, i7te•^nty, attention tc detail. and excellent service fo the Wichita Fcvls Patio- Department during every stage of the project. we are team players! Thank you again,and please don't hesitate to contact me with any questions_ Respectfully, �rt9Br.� Jusfin Kirkwood Sales Executie 8.189 8yrocr Road Whittier,CA 96606 I Tel 562 945.2445/Fax 562698,8972 I infoUtrussbasseitcom PAGE 4 OF 21 PAGES AGENDA ITEM NO.9.A rirussbassett CUSTOMER WICHITA FALLS POLICE t\ DEPARTMENT r WICHITA FALLS x icsoi ' `' 'PROJECT y � W rECNERRIENTNN .E. , 4E,.* , ),,......-. 1 , IN'' — ElFINE AVrIMECr irrECE5 '1k- - 4 qA-,,,....-, IRA,[AVON yz r. - ) - • LaLSHEET HINOEX FET IOW . -l. ' T1r, .--- - '_ REVISIONS ERIE NI,NIP! ry 31)VIEW 1 11 _ FY 6 th .n .t PF}.0 F r Ho, l� TN rsn r �r PN10227-01 1 A 1 6 mrussbassett el89�,K4 u KO>O. • w CUSTOMER WICHITA FALLS POLICE PROJECT WOHIPARTSMEN 301 K r �T i y-7 (� .,�'� F -' , 1 +`� t - - III 1 ( ', L, I f ;® vti r f „. \ _ .I, ,. le1{,'. SHEET INDEX 471- <,,,, ... '..] ,..., ;Li ICI � . ' 1 F � �l t _ _ ,, � REVISIONS _2 1 I REV 1:1,1, DEsCRIGT101,1 BE 1 ry SE)VIEW 2 F II I,SI.F91 cc.99,949 T.,ERRE..., r-F -HRI,,,,,r ,-SIN f'I-.I,H NI }HFP-FCrF RIG-T.v F r - -HFF NS 4114-IC9 ICI IR,IFHrl1F uu'.,-Fo can„nsa t-M F4 z« PN 10227-I1 1 A 6 PAGE 5 OF 21 PAGES AGENDA ITEM NO.9.A —.4 - ;;russbassett _ a CUSTOMER ';_ yq tN„ WICHITA FALLS POLICE tf . ' ALL„ IIF, L-"•,. DEPARTMENT .- LL I v.a, `I - 1 ' \-_- aFAoaP x's'e ,630, 1 i":CT ler: [.'. r .. PROJECT }} f rACDERNIZATON --P :-1 fix Ike X. I F�� U T' ft - [FM �'rd.,H3:I.•.I^LI_;. T i'..: MATT CANN s - 4-I' 7LNEi :".• I11. sm_ „6 I„ dl �: l.,F...PIN SHEET INDEX TN•rn, Wd L I :a'e ,6 Iy nR Se. 1I �,,:' ,FM,Phn Ix ... y I I „or e ° I REVISIONS I �� Iv l - I-TT"TT - PLAN VIEW caw nse ,11.F1 FEI R,ISS RA55FTTCORK.AT ON HFRFRY',:PRESS',RFSFRVES ITS COMMON AV,CODVJ6HT AND ETHER'POUF,RI<,NTS'�N THSOFT AN,,II.,NAND ARS NOT TO RD COFI SD.RFTRODUCFF OR CHANGER 3" IN0/5 FORM OR MANNER OHA-S.0EVER,r.OR ARETFIEV TO5=ASSGNED TOANVTHi RO P/EVVJ THO.<T 11,51-06TOININ.G THE EM=R;S ORI-RE,PETl,I ESON AND CONSENT OF R..SS RA55E-7 COT00aT100 PN-10227-In 1 A 6 SLATWALL MOUNTED LED TASK LIGHT----.._ ,�-S-COLORSTATUS INDICATOR LIGHT _ >zruSSbaSSett ABOVESURFACE AMBIENT LIGHT .,/°` BLUE -- - CUSTOM INTERCHANGEABLE SIGN SITOSM 0NMkDV.Rd6®5500JO � ' SLATWALL MONITOR ARRAY W/ CUSTOMER ARTICULATING MONITOR ARMS ~~'� 12"ELECTRIC HE[GHTADJUSTMENT SLAT WALL FOR MOUNTING - , 628'MANUAL FOCAL DEPTH WICHITA FALLS POLICE MONITOR ARMS&ACCESSORIES - - ._,e 24 w 24 T 24 '124 ADJUSTMENT DEPARTMENT SLATWALL SANITATION STATION — I '�"'4— -- +- ARRAY SLATWALL MOUNTED D xTMTOT E/ 4 24� 24 �24 !,�}E MONITOR MOUNTS WICHITA FALLS _ ICI •` ` PROJECT PERSONAL COMFORT SYSTEM LPCSI WI 'I24 �"f � �� DISINFECTANT WIPE HOLDER DESKTOP FANS AND FORCED AIR - I # _ HEATERS UNDER SURFACE I . �y,,. �� LE -SLATWALL BINDER HOLDER m,r-nimmIT gLI¢,aATON O ACOUSTICAL FABRIC PAL I` - <b ..- _ 114,1 -FOOTWELL LIGHT(BLUE) HIGH PRESSURE LFNIINvTE tN ^x �� `--.. - 1 lrmmVccr vri+crrr SURFACE W/COMFORT FPONT EDGE _= `I_ � ADA SWITCH LANE S, a 18"W TECHNOLOGY LTOR '4 i •-UV W BOX/BOX/FILE PEDESTAL n= n PEDESTAL V44 El EC$1-1ELF LAMINATE HINGED PEAK DOORS - ;r` IACOCOO,N PERSPECTIVE'VIEW FATS t.r.l CONSOLE DASHBOARD WITH SHEET INDEX • 1-USB-A 8,1-USB-C ,BEET r,.rn CHARGING PORTS • STATUS INDICATOR SWITCH • CONSOLE CONTROLS , RMAI., _ • ACS MBIENT EIGHT E TC.,,Vr,_ AMBIENT UGLY DIMMER GOOSENECK TASK LIGHT — I WI DIMMER 79:..�! 24 24' P 24'- I L_ - z4 � L'j-___ REVISIONS .............. .__._ '�"' E, .e uTsTP.PTioni NY IS A ..R,_ FINISH FLOOR 1 - "ELEVATION VIEW ELEVATION A A,SS RA55ETT CORFORAT OK HFRFRY'f(PRES51-RFSFRVES ITS COMMON AVE COT'VJ6HT RIOT, AND OTHER FROPFN RIOT 'NTHFSF P ANSHFSE,T PI ANS ARS NOT TO PFCOP SO,RFR0.0DUCFP..OR CHANGED txRr•:AG-, uI II.N REVee 4 IN Ay WAERAJ4 v FORM OR WINNER VET NOR MES THEY TO ASS OW W 0 OPTED TO APT T MR.., TH 0..T 9RSTO6TAIIINU T EV/ EC RMNTIE,Pt RI,ASION ANCCOVSE IT OF RH0 BASS,CO RPORATION PN-1022701 1 A .6 PAGE 6 OF 21 PAGES AGENDA ITEM NO.9.A SLATWALL FOR MOUNTING MONITOR Crussbassett ARMS&ACCESSORIES ---. - e„o,Rx n.¢ sman Ew, CUSTOMER SLATWALL.LETTER SORTER - ��,— P.i • t. Il„_ WICHITA FALLS POLICE DEPARTMENT DEFINE STORAGE TOP,WITH GROMMETS -- - Ta_,. �-. — To FLOOD sr WICHITA FALLS .Tx TFsoi PROJECT DEFINE OPEN STORAGE CAB INET5,3 HIGH---_ -,-_ -� � . �enMewNlrrels�svamuwEc -_--_-- � rxrc-wnn _-_ _-- norr. mvcM ,- �alET ereunr'� m ttra�vM PERSPEC1TVE1/1EW KSPxF Gr�n TFN SHEET INDEX . • Il li REVISIONS RE, DM, DEsCRIGTIOVI FINISH FLOOR I.ELEVATION VIEW ELEVATION PISS ASNFARSORFOPAT ON H FRF9V FI:PRFSS I v R FS MVPS ITS COMMON AVE COPVJ6HT AN N OTHFR PPOP FRN RIGHTS''N THFSF P ANS,T H FS F P I ANS ARF NOT TO RF COP IF D.RF,P OGUCFn OR CHANO FN Law ns REV S IN RHO TORN OR TANNER WHATSOEVER NOR ARE EHETTO RTANT . INS CNEOT000T THIRFART,"V,!THb..T E06TOINING THE EITREEV EE WRITTEN PMIUVITN AND CNS OENr OF R�SS BASSEET mRPORATION PN-10227-01 1 A 6 DEFINE STORAGE TOP,WITH GROMMETS ______ ofUSSbasSett M6 KIPDEFINE LATERAL STORAGE CABINETS,3 HIGH '� _--'� '---� B1��'°` u3'0 DEFINE CLOSED STORAGE CABINETS 3 HIGHS I` CUSTOMER TA WICHITA FALLS POLICE !-- _ ________ DEPARTMENT _ WICHITA FALLS.-%76301 _ PROJECT • NMMurvm 015,T,NaR Er[ fi• r rxrt-vin.,r,mcoFaNTunr - _ - NA.Tr[nmN PERSPECT)REN1EW F¢Ranx xFGREFN SHEET INDEX sHF£T row annn- _ I REVISIONS REV oSst-MTlonl FINISH FLOOR ER,13.1.111W 4\ELEVATION VIEW ELEVATION C Can,•ns P..SS 9ASSFTT CCRFiO PAT ON HFRFPS-=XPRFSS,PFSFRVFS ITS COMMON OW COPVUIOUF Horn OTHFR RROPFR1 RIGHTS''N THFSF P ANS,THFSF El ANS ARF NOT TO 9F COFIFr],RFEPONUCFT OP C HAN6FN e �r11- �1 6e� IN nw FORM OR TANNER WHUVATEVER NOR ARE TI;ET TO F. ONED TO ANV TIRO PARTIVJ.Trio_T-TEST DETAINING THE Ek'RENT WRITTEN PERMISSION ANT CONSENT OF RCS R055ETTC EU ORPORATIU PN-10727-01 1 A 6 PAGE7OF21 PAGES AGENDA ITEM NO.9.A Quotation i;russbassef t PROJECT/: PH-10227-01 Opilon:I Russ Basset:c:a;:c•aacr 8189 ELy to Roort W1vtt.,'C.A.9N::0(: REVISION; A Tel:800.350.2445 Fax 562 608 c1: i PROJECT NAME: WFI'it Console ModerniroHni: Www NSsbassett Cxh'1 OUOTE DATE 10/4l2023 SALES EXECUTIVE.Jus In Kirkwood EXPIRATION DATE 11I18/L023 ADDRESS:81@7 Byron Rd Whiffler.CA 90606 CUSTOMER l8lcNla Folk Paco Department Co nmur coliom PHONE(254)245.6936 CONTACT:. /rani Espirlol EAAAIL:ikfkwnodinuss6nur_H.cnm ADDRESS /101lnnrl Sheol W.:.I:ikr_I Falk TX 76301 PHONE 94:Y.'20.5000 EMAIL: r..1 u::Pil.cri»ywkxl.u+4l AREA:1 AREA TOTAL' _._.___._. ...�.�.�.�.� . T3t,681.91 !I I.1'"/$1.•'16'iI hllin rd.f..l.,,.r), ..,H UI'.,n•,I 16i,,111`I'.i II.PT:.rr ,161,.II' 4 6.!":7.::', 5 .VS I.•1y'• 7 1.I-I 019-3) .. ,.:I1r.: .:'1,,1 4 lsld.s.'I 4 I//.ii 4 d.I-IA:'-Ig „kle.Al,.'6.1......I Ii-I•I 5 .11.41( $ 165.60 11 A1-I'11::-s/1»II.I.,-N ..:1'...I ..':1`n I::.V.!ur,.,/l ,,;lil. 5 631._I.1 $ 6,944.85 `I 5 I-I`l i-361i-11,•N 1ix1.:11...111I,Ir,.:/I'r:.1.i.iI,n 1f'W.1..1I'.....,, 5 (.3I.3.1 4 5,156)5 6 :I I-PI I-J616-RD-N . r:<I I,r lll.:ll:,ly I'•:r1,36111 I9W.Hi•i,I I':', 5 ;::.11.1., 5 3788.10 I3 I:II-PNtd I-18 . "•1 I,.1ri. Ir.l $ 260.48 $ 3,386.24 6 :)I-I'NI-I I-35 . ::rhI 4 339,03 $ 2.(171210 I1 ,I I•PNI•I1.47 '',1:,',I 1':i,i. a71 5 7166,25 j 4.02908 71 'II1-ME-II-48 .1,r:1 I,4.I. .1:SI 5 .'2./3 $ 8.24i.:13 24 ' R',El .Iru A ...,.1.,,s..18L 4 i.18 j 2332.32 9 iE1-H.411-6: •,"611 A...,551.6161(.421. 4 7i1'.56 $ I r,./::.'/;2 'Al 5I I-HAP-4.: . A,r o '17 r,ss Po .481 5 .i30 4 4 3 I(IA) 4 1E1-41I-24.2i-.!:1-SI' I• ,rdr:,n!SI,r4N1',rl Carli-a.-A.7.1 9:3(/Wa 4711.3III0n(161.Solid 1,nn, $ 2 'E1'-SI PI-?.)d-ii11-i11 k:1I'1.1'2I:rd:iw.IC':IIal,r•1.?4'T1..v.-V.x.FYI 1..",11,1111 d1 ;71••11'J,.:II $ 616.13 j I j;16.76 I 711-SIC.-I„I'-. ••).r,.. 2,r,.1 r•I.,,2.0.,.:7•'.V(.nn,,,,,.r 5 6J;'10 $ 27/.10 I "I I-i11,-i:)i•-.I•SS•.F..-.. 11,u:1-,..1,1,d:S1,.'dire, l.l:,,,,,,,.r 4 ,.144.83 $ 1144,83 2 ''I I-1i]1'-I.1 N-:16rl4-1 It,:I,::.ir,:111,•.'1n'I r S.61 $ 1.167.25 j 2334.50 Id HI-I,11-III) :1111:.4: Hr.kr,1,11011i, S0(,1 A'III $ '198.13 j 4.,178.02 4 ':I.Ir11'-NI':ir.'sr.-W' ; N.,:.1.11,r111. 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S 55.78 5 613.58 11 DAC•A1.11:''t•+-12 Anrt6eri!16j16.Sk Ilti.;" I,'Isl'rfs 1,1.05 j 1,144.88 II 17M:-1 1k .'::-'? Ambient I,[gilt,Sk 11 ll.., I;L,r. /1.111) 5 3.035A0 88 DA[:-C:it-'.'•;, ',IS$-A.1.i11...r.sl..,,. ..•.•I.I.,,.I,,,I,.los I5'EMteneiel1 3,694.24 33 0AC•11.ntin.i'..::.dl ;.:I, •V 1.0,13.79 I I'Iu['.I''�. - ...� I',,I_.....,. �� I:. 1.802.68 ...,'I.•,...... :.L. .... .. 1 1..943.68 I.I(.'in. ..,Li�.L.i......, �.,1 IYJ:•I .,N..-' t. 7.251.70 11 ....I�.. .�:II „r ,..I•I'i,I ^,.ICI ..;I•..,,rl, 'I Mil � I'.s, Il;.l'. II3,.11k 11 t. 11 it t. r...ill 1 72 Onr _. ...•.r,�_�,I, 1 70._. 22 Leer... , \• l,.. ........ s ..., .„ .5 1 7. ' II ..!.....,1) 5 II I!^r !� � ....,I .,,I,'. ., ,... ,,.18 5 A . II .:nr.. .., I1 .... .,I. ICI ..I.,. ..I. .'I.'1.1 5 I.:V... 11 +.[ ,.. ..., I'.I:,.�.:.i rg t,r l•.ns.In lnl,.: .....ttl 5 ..-.. 6 11nf ..,-I.I'.:'i I.-'. ,...I:•:., I. :I.., : 5 I)ni :•.l !: 'I.I.-..I., 5 6 'S ..I2. 5 ..... Product Total: 5 230,681.41 Prk:e doe,no(111LAi de app65o6le-.n les(Mr neweryservtres 5 16..75000 Itrr,,s Bassett 1leto Aden Services: 5 45500.60 Toted Due $ 292,931.91 PAGE 9 OF 21 PAGES AGENDA ITEM NO.9.A ,, DefineConsoles ... _ - 0,4,,,,,sa . , ..."., . -- -- /2,-47,4 - , . .,....... , ,,,, , ,‘ ----- ,,.., ,..„.. 511...,,,,, ,,,,,..,- ,, , . ., - P IA ' ,:. - -,..,3' '..4 , . f avruw ea w rX a.lu w rafrsXw - _ _ - WCR rrs� r. , i rrxrr : m �a ,n xtr /fq A ... 6 arrw y a awa wx aaay Y Ma �w .nlwa -... f a RFb I� ...._.— .wa p ~Y ! L4408 LVL L4]1 LVi I �r SA 11 1315 r jrw 11 b J I 4,1S 040' J ri � zrrXyw Allibhbp _.� -� tea_ . '�. • ,,111" • -......,.... russ ... PAGE 10 OF 21 PAGES AGENDA ITEM NO.9.A THE DEFINE CONSOLES ADVANTAGE Developed in answer to emerging needs of PSAPs and their teams,Define Smart design yields improved space efficiency.Choose from a variety of elevates the mission critical workplace.We've incorporated wood alongside shapes and sizes to create a workplace that meets your needs,today and steel to deliver an ultra-durable console with a lighter,brighter aesthetic. tomorrow. r THE CHOICE IS YOURS Four surface shapes give you the freedom to choose the style that best fits Multiple console sizes and non-handed storage options make it easy to your team,or choose multiple styles to meet specific work group needs_ configure your workspace in just about any way you can imagine- 90°Corner Linear 11111-4- 90°Corner Wrap ' Linear Wrap °,_" Pr ,,race emtheo omprllae r n blerd crl both,concelestyls_nlenzYq aq,ncik,hlendn le;hape, s 7,,the rles e consoledesgn console reaper hal team,attar„oak cm rad sp re plirnrrgoas irtalh:.i cl d5rr trims trio.,rr fi'i'.Ie ke.{, I;II"I'nfierl_ PAGE 11 OF 21 PAGES AGENDA ITEM NO.9.A SPACE EFFICIENT NO WASTE! Defines compact core footprint preserves the expansive primary The Base Frame,your primary power and data integration zone,runs workspace and unencumbered knee space that mission critical users have along the back of the console,nesting slightly under the surface. come to appreciate. Bridge,Peninsula,Corner and Dual-Sided Storage make smart use of space_ di. r' a Shared Storage sit ��.„ the Dashboard glues dispatchers between posiduns and consolidated console control within easy gives both users access ax • each:surface height monitor height,heating resources. and cooling,task lighting and more. Maximize vertical space by adding Fixed '"- Carner5taragels 'aa„° the Base Frame holds power data SlatWall sections to an ideal landing spot y° bridge ur console .,,. terminations,and rack-mounted equipment for shared resoum es Add a Technology Cabinet extension on either behind side-by-side - end for more front-side equipment storage. consoles. w 7t'ccxc, Define conaps tootps.t to.dual posrtnn layout use cece.storage x rse SINGLE SURFACE, DUAL LIFT Four heavy duty lofting columns support the expansive,height adjustable A second set of lifting columns support a height adjustable monitor surface. array that moues independently of the surface. Single Surface Dual Lift • Y P`^ ... . .yam ,w... y..:.. .11! CR f. PAGE 12 OF 21 PAGES AGENDA ITEM NO.9.A ERGONOMICS, COMFORT AND CONTROL A single height adjustable console surface combined with a height Conveniently located below the monitor array and within easy reach adjustable monitor array means at users attain and maintain a healthy of the operator,your Dashboard includes surtace ans.Inc-cor heF)ht body position. adjustment and an assortment of optional con-roll_ Hegel • 1 FangE nt s.,.ted ,da all-stand consoles have a rodeos height adjustment range nt 25.0"seated to A8.7" C,entraliy located usercartrds reduce instances ottwstrg and over-reaching Nair agerry Iran st'anefnq single Inure surface adjustment control,awaterfall con-fort eoge.and open knee space. drowse vp tohue(5)addinenai accessories and ecntrols ro ceostcomtort and preductiviry. Reach Zones Monitor Viewing Tea Personal Comfort - convenience Gower - Gooseneck Task Light. b rr lyalc repeat ve lwstng ann strciching, The curved Slatwall Mo ita Altrys range of System includea two dser-ontroli are located wimin Ito dispatcner'c height and focal depth adjustment promptns movable desktoo lens primary ary cmos cone, hea'try Aewing ditaree and anger redur00G I eye str l neck ro don heaterr Ina dr,Si _ aPPhance,are energy . A Situational Awa eves: egonota ultraquiet L ht supemsor Switch Dt Ports An occupancy senior eig,als the reel set I appliances off\.i.� wF omu�rementk • Ambient Lighting fete t d TECHNOLOGY INTEGRATION All Define consoles share a suite of technology integration features that Front side and back panels provide dual access to equipment.All cables -me'.se nstallation,upgrades and regular maintenance easy. are protected within enclosed cabinets and secured cable chases. ■ ,,k: x � kkkkt r - rl i Fkkk y} � Mil a+>f ��_... 3 3 sy 4 3 Slatwall Array 2) Technology Storage Cabinets 3) Base Frame 5) Additional Features and r rv�array ____T d oc _-_"dL Located along fie eacrslde o(the console Accessories ..rdat aetyotmnn'Lcrcoe-and ytoag zstco _ L,..t _a_- a-dnestedsligMlyunde"the,urface. Cableclsases.lroeghse^]Energy C ,, lnclbdmg iarye Format and :Da Cnaauue a psb i,ut tecnrvogy snel rr.e Rase fame provides space for Chains 1'3- a'd data[Odr w ;-rh—s to ease access to cab:ng w a^1 lain c, _r.0s,tecnnologp aepa ocot J -t>ted'.cm ��n-ru�Catio^s eq'.;,cme�[.and aswdated erne-a ire-t FPRT elegy stm age apt,g Is eauioped wlen Eery muu t ...trr aid a ,-sit _ I I iE— I ,I an ultra-quiet tan Eq,oment,thin the time mayon brackets- [.a, o 1 u 1 and ceded pane's acceseed front Ste Front or sack of the upgrades a ti.l.. r.r The 5.atoal,Array Shroud contains powa, so keep egu'oment -onsole- +nor Tor'rrfacto'PCs and Situatcnal upp-y for L^e rno"titors and obscures or A,cab.es pass Awareness Lights or your 5'afwsl':array mentor cab2s troll clean Cables neatly route tnrougn tn2'ea'of and extennions. th•ougn energy clams to PCs wthln the Base fie cabinet Into the 4) Power and Data Integration Kits Keep Frame or Set'ena"ethnology Ceterets Ease F ame. a:.r a and term:natlors udy. PAGE 13 OF 21 PAGES AGENDA ITEM NO.9.A WARM SOPHISTICATION Leveraging more than 60 years of manufacturing know-how,we have Enhance your agency's workspace with enduring wood tones,and combined wood and metal to create a console that is sophisticated and calming neutral fabrics and accents.Choose from one of these designer functional with the durability you've come to expect from Russ Bassett. recommended fnish schemes or create a palette of your own. ice , ill 101111 Catalina Laguna a 11111. -- ` _.- Monterey Palisades 'h..,' -- I}'.Iif Pelt ii4(I -- a PAGE 14 OF 21 PAGES AGENDA ITEM NO.9.A : ire storage Solutions - -...MD .. . IIIMIIM iliMi. ' , t., a 4 1 i e I I I I, ,1 I ° . , , I I I 1 i 1 1 i faillmsiell , 1 , 0 fillgaiii 111111Iimiii ! 101101°. " 11.111111ftmeil PIP : I I • I , 11 I 1 1 1 , 1 i 11 a II ! 41111111111111111111111k ''il II 1 1, 1 , 1 ' ' 9 14 ' , , • 0 9 / 1 1 ' ( , '•. ' 1 I 4. . . . o . , 444'i*919:4,, ,,''''4,,!;"....,4'4.• . ' ' . . r6ss-bdssett_ ... , ,,.. ..,...,. ... _ ... AL •,,0. • . • .f ... n• •• ..• r.- . ... ,. .••••A,:-. ".•", . •--•..• — . .. ,.- ,,,,....,- ..,_:,..., :,,,, 10' ..g N't,tz4,. •'.:,.1•i'.n..',••••...••F.,.... .,..S.'7..::;'..1',.....,'"?..:lisli..".......':° ,----Sr.t.?;.4,74;4•'', PAGE 15 OF 21 PAGES AGENDA ITEM NO.9.A A smarter way to use space Optimize your communications center's floor space with flexible, multifunctional storage solutions from Russ Bassett.Available in multiple sizes, configurations and finishes to suit any type of general or personal storage requirement. 0/ I1A ,h'10 ,*01111 ot,111 „op.> I -i imio Multi-level lateral file drawer Muti-level open shelving Combination door and storage cabinets cabinets drawer cabinets iIt } °- t11 �blib IIX n iit A G�4, 11 Ili � 1 Y j m., +.x!�'° t ;M 1 d. "'W III ' Multi-width storage Combine multiple size and type storage cabinets into a multi- credenzas purpose work area PAGE 16 OF 21 PAGES AGENDA ITEM NO.9.A A place for everything .f I �t' I '"� • Options for wardrobes,cubbies, lockers,storage units and drawers 1 — ► • Multiple configurations and styles Make efficient use of space with general shared storage cabinet in centralized areas PAGE 17 OF 21 PAGES AGENDA ITEM NO.9.A cubbies, credenzas, lockers, work islands Use Russ Bassett storage solutions to create organized storage spaces for everything in your communications center. We offer thoughtfully designed storage cubbies, lockers, cabinets and work islands that suit all your storage requirements. • Create an ideal landing spot far shared resources fi *Mot — TI • Easily configure your workspace y. p , I I with storage cabinets in multiple V 1 styles and finishes • Combine configurations and styles to create a multifunctional work o island that meets all your teams needs I / tki � r IY p4�tS�'.i I p, , 1, imq'^ srymF russbassettcom I info@russbassettcom I made in Whittier,GA USA PAGE 18 OF 21 PAGES AGENDA ITEM NO.9.A The Russ Bassett Advantage Russ Bassett designs and manufactures the highest quality console A furniture for 24/7 mission critical environments. Our experienced �S <o�acrHoo� team of professionals is customer focused, detail oriented, and ready to help you transform your mission critical environment with CMAS b ' console furniture that makes smart use of space, helps operators CALIFORNIA FAUL-I°, o-w.rao scti EIDULFi remain attentive and comfortable,and delivers no-fall technology integration, f(GACBuy Our goal is that every Russ Bassett customer has an excellent experience working with us-from project inception through f i I 0 successful project installation,and beyond as we provide ongoing service and support We strive not only to meet your expectations but to exceed them.We do this by understanding your unique Office al '.,"C General Services requirements and engaging in friendly collaboration, listening and sharing ideas each step of the way. Utah Divklon or Purchasing and General Services We bring drive, integrity attention to detail,and excellent service to your team during every project stage,working in concert with your entire team,equipment providers and any other project stakeholders to deliver a best-in-class solution,on-time and on-budget.We are team players! Discover more at russbassett.com. russbassett.com info®russbassett.com 1562.945.2445 I proudly made in Whither,CA,USA PAGE 19 OF 21 PAGES AGENDA ITEM NO.9.A PRODUCT PROTECTION 10 YEAR EVERYTHING WARRANTY a MI . ,,,e,i y v sciA, -' .... ...,,,,,or,'' ""o _. II • `� `, u mfitav n e a • a4�4 � 774•441i7,i.,:',' ' \-.,,,-*:::\'';',‘,:•"Z:':::•,,'::".:,!",.''gr,,f ,7„!'''.'''':i .gr'14ik' N 1 PEE �'fi 6 y 3.0 R '/ Ik t 6 t oy L 9 }°'�q:�tq t.6 lq.,",,..,F,-'l .,. k v,-S R41 `is}, 1 ' � .1t 1 N 6,',,ens, ,�'�S " ti ." y 0 ,kllskt, t yk,ZXgs! -) 1ti her "t,\ k'W A, i Y d\a. �' • • ` - , russssett kf PAGE 20 OF 21 PAGES AGENDA ITEM NO.9.A ;:russbassett There is ZERO fine print. This page is our complete warranty statement. 10 YEAR EVERYTHING WARRANTY Simple, Honest, Robust. Russ Bassett warrants, to the original „ What's covered? Buyer, that all products will be free from Everything. defects in material and workmanship ;; What's included? for 10 full years. Parts, Shipping and Labor. MISSION CRITICAL SERVICE AND SUPPORT In mission critical, 24/7/365 environments, quickly resolving a product issue is of top priority for both the Buyer and Russ Bassett. Prompt execution of this warranty requires cooperation.With guidance from Russ Bassett, Buyer agrees to perform basic troubleshooting tasks to determine the nature of the defect and to self-correct before on-site assistance can be provided_ Forsimple replacements, the part will be quickly shipped directly to Buyer. If the problem requires on-site assistance, Russ Bassett will come out during normal work hours to resolve the issue. If the defect is found to have resulted from circumstances outside of the warranty coverage, and/or Buyer imposes conditions or restrictions that increases the service cost, Buyer agrees to reimburse Russ Bassett for any resulting additional expense. Buyer also agrees to properly dispose of the old parts and packing material. The few circumstances where this warranty against defects would not apply include normal wear and tear, damage, misuse, modifications, consumable items or product shipped outside the US. Repairs, substitute products or replacements,of equal or higher value, used to resolve a warranty claim will in no way extend the applicable warranty period applied to the original product. Product repair or replacement is Buyer's exclusive remedy for all product defects covered under this non-transferable warranty Russ Bassett makes no other express or implied warranties to any product except as stated above and makes no warranty of Russ Bassett product fitness except for use as standard console furniture. Russ Bassett Corporation 18189 Byron Road Whittier,CA 90606 1800.350.2445 I russbassett tom I info@ russbassett.com PAGE 21 OF 21 PAGES AGENDA ITEM NO.9.A CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Resolution authorizing award of bid to Retail Motorcycle Ventures, Inc. for the purchase of three (3) BMW Police Motorcycles for the Wichita Falls Police Department in the amount of $92,933.31. INITIATING DEPT: Aviation, Traffic & Transportation STRATEGIC GOAL: Efficiently Deliver City Services STRATEGIC OBJECTIVE: Practice effective governance COMMENTARY: In the summer of 2012 the Kawasaki Motors Corporation suspended shipments of the Concourse 14P motorcycle after determining an electrical issue increased the risk of a crash. As a result, the Wichita Falls Police Department Motorcycle Unit, along with Fleet Maintenance, began evaluating other alternatives. After researching the Harley Davidson, BMW, Victory Commander, and Honda, the Harley Davidson and BMW units were test driven. The BMW R1250 RT-P was selected over the Harley Davidson for performance and handling. Bid 23-30 was received January 2, 2024, for the purchase of three (3) each BMW R1250 RT-P motorcycles. One (1) qualifying bid was received. The Police Department is very satisfied with the operation and performance of the BMW Motorcycles. There are twelve regularly used motorcycles on patrol and three in reserve for training. Staff recommends the purchase of three (3) BMW Police Motorcycles from Retail Motorcycle Ventures, Inc. in the amount of $92,933.31. Budgeted Amount: $96,000.00 Actual Cost: $92,933.31 Savings: $3,066.69 ® Director of Aviation, Traffic & Transportation ASSOCIATED INFORMATION: Resolution; Bid Tabulation ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 1 OF 3 PAGES AGENDA ITEM NO.9.B _ �r y1. x. r09111ff.------_,e,,,„... --. y�' J J X - Olk i ti ' R � o 1 f2,121324 BID TABULATION BID 23-30 POLICE MOTORCYCLES 13 EACH: VENDOR MODEL EACH TOTAL BMW.' MOTORCYCLES OF R.DALLAS BMW R1250 RT-P $ 30,977.77 $ 92,933.31 PLANO.TX PAGE 2 OF 3 PAGES AGENDA ITEM NO.9.B Resolution No. Resolution authorizing award of bid to Retail Motorcycle Ventures, Inc. for the purchase of three (3) BMW Police Motorcycles for the Wichita Falls Police Department in the amount of$92,933.31 WHEREAS, the City of Wichita Falls advertised and requested bids for the purchase of three (3) police motorcycles; and WHEREAS, bids were received and publicly opened on January 2, 2024; and WHEREAS, the City Council desires to purchase three (3) police motorcycles for the Wichita Falls Police Department Motors Division. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: Authorization is granted to award bid for three (3) police motorcycles to Retail Motorcycle Ventures, Inc. in the amount of $92,933.31. PASSED AND APPROVED this the 16th day of January, 2024. MAYOR ATTEST: City Clerk PAGE 3 OF 3 PAGES AGENDA ITEM NO.9.B CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Resolution authorizing the purchase of equipment and installation services for FY 2024 Wichita Falls Police Department patrol units through the BuyBoard Purchasing Cooperative from Dana Safety Supply, Inc. in the amount of $133,464.65. INITIATING DEPT: Aviation, Traffic, & Transportation STRATEGIC GOAL: Efficiently Deliver City Services STRATEGIC OBJECTIVE: Practice Effective Government COMMENTARY: On December 19, 2023, City Council approved the purchase of eleven Ford Explorer Patrol units for the FY 2024 budget. The units are ready to be delivered to the outfitter for completion. In order to place these Explorers into service, accessory equipment is purchased and installed to complete the patrol unit. In 2022, it was also determined to be more cost effective to use an outfitter company to install the accessories to complete the units. Compared to doing the work in-house, the turnaround time to place these units into service was reduced by six months by using an outfitter. Texas Local Government Local Government Code §252.022 exempts items purchased through interlocal cooperative purchasing contracts from the State's competitive bidding requirements. This chapter does not apply to expenditure for. . . (12) personal property sold. . . under an interlocal contract for cooperative purchasing administered by a regional planning commission established under Chapter 391. Staff recommends the purchase of equipment and installation services through the BuyBoard Purchasing Cooperative from Dana Safety Supply, Inc., in the amount of $133,464.65. The equipment costs of$95,234.00 and the installation costs of$38,230.65 are included in the operating budget. ® Director of Aviation, Traffic & Transportation ® Purchasing ASSOCIATED INFORMATION: Resolution ; BuyBoard documentation ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 1 OF 7 PAGES AGENDA ITEM NO. 9.0 Resolution No. Resolution authorizing the purchase of equipment and installation services for 2023 Wichita Falls Police Department patrol units through the BuyBoard Purchasing Cooperative from Dana Safety Supply, Inc. in the amount of $133,464.65 WHEREAS, Texas Local Government Local Government Code §252.022 exempts items purchased through interlocal cooperative purchasing contracts from the State's competitive bidding requirements; and WHEREAS, the City Council of the City of Wichita Falls has passed a resolution approving the participation in such cooperative agreements; and WHEREAS, the City Council finds that Dana Safety Supply, Inc., is offering equipment and installation services through the BuyBoard Purchasing Cooperative, and it is in the best interest to purchase equipment in accordance with the Cooperative Purchasing Programs. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: City Staff is authorized to execute all documents necessary to purchase equipment and installation services for ten Wichita Falls Police Department patrol units through the BuyBoard Purchasing Cooperative from Dana Safety Supply, Inc., in the amount of $133,464.65. PASSED AND APPROVED this the 16th day of January, 2024. MAYOR ATTEST: City Clerk PAGE 2 OF 7 PAGES AGENDA ITEM NO. 9.0 DANA S.AFFTY SUPPLY,INC Sales Quote 4809 KOGh12 Bi.1;1] GREENSBORO. .N('27407 Sales Quote No. 511732-C Telephoto:: ,i q�.:a; -nat n Customer No. W1CHFALLS Bill To I Ship To MY OF WiC1111A FALLS CITY OF W11:1 LI1A FALLS PO(3ccr 1431 PO BBo.1431 Wichita Falls,TX 76307 Wichita Falls.TX 76307 United States United States Contact: Contact: Telephone: 940-761-7466 Telephone: 'r40-761-7466 E-mail: E-mail: Quote Dote Ship Via F.O.B. Customer PO Number Puctrrcni Method r)1 i r4.24 r IRC]1TNT)SHIPMENT 01?MEl-)FRF.IOHT T,T30 Entered By Salesperson Ordered 131, Resale Number Jeremy Rots Jeremy Rots Von Worth WADE LOON i 75-6000714-2 Order Approve unit Extended Item Number/Description Quantity Quantity Price Price 11 11 N INFO n.o1)1 ii i arms BUY-BOARD AL 698-23 Warehouse:FTWO II II N INFO 0iuui 0.00 20''23 FORD PIU Warehouse_FTWO I 11 N HT() ii.iaiIUi) 0,00 11_al]C .N lC„, ' I I 11 N -. -- 391 7300 4,309.05 1•111`.'k I:!i! 1'1 .`I' !'i '.il'I.ii !;_.I1 !•:I:i;P(ri,,.UliR 11 lI N ';1, )1 204.0100 2,244.11 .C:+n hr..iu:FTWO 11 11 N Vim:- ' 528.1200 3,809.32 I .:I? Ir;,y -.i'if:••.i. ,.!I,; . I!:'. :11..'; krl .l ",'4 11 L:i 1,163.361)1) 12,796.96 COi)1 3,1632729C M,Coven \1:!;r -{": 1" 47,Duel-rolor WV BIN trent and CVmer...•. . . with Clear lower lois Print Date 01 04r24 Print Time 05 39:53 PM Page No. 1 Printed By:Jeremy Ross Continued on Next Page PAGE 3 OF 7 PAGES AGENDA ITEM NO. 9.0 DANA S.AFFTY SUPPLY,INC Sales Quote 4809 KOGER Si.1;1] GREENSBORO. .NC 27407 Salts Quote No. 511732-C .not n Customer No. WIC(-(FALLS Bill To I Ship To CITY OF WICHITA FALLS CITl'OF WICILIJA FALLS PO Bccr 1431 PO Box 1431 Wichita Falls,TX 76307 Wichita Fills.TX 76307 United States United States Contact: Contact: Telephone: 940-761-7466 Telephone: ')40-761-746S E-mail: E-mail: Quote Date Ship Via rO.13. Customer PO Number meat Method )1 14;24 r iROITNT)SHIPMENT Q1 JOT ED FREIGHT -I:T3t) Entered B' Salesperwn Ordered 113 Resale Number , relitv Ross Jeremy Ross Fort Worth ILADL LOON 7:-0000714-2 Order Approve (Tlrit Extended Tax Item Number/Description Quantity Quantity Price Price 11 11 N AD P.KTt111-I3 iiCat)tita stnu CODE 3 HOOK KIT 2020 FORD Pill Warehouse:FT WO 11 I I N [hi}'O 0 00 s 0.00 REAR LIGHTING Warehouse_FT WO 11 11 N MTS8351J1C-RASA 729.2500 8,021.75 CODE3 35"Megathin Sticks 4-RA,4 B!AH)S,16'CABLE Warehouse:FT WO 22 22 N L1LTMC-R13 94.1800 2,085.16 CODE 3 MEGA THIN 12-LED SURFACE MOUNT-RED/BLUE Warehouse:FTWO 11 lI N INFO 0,0000 0.00 INTERIOR Warehouse:FTWO 11 11 N 8 375.6200 4,131.82 r,•, Ri)' _ii"fi PI I lLr. l,l 1. . ' SOLE it lmrn,cc:FTWO FACE PLATES: VI 11 N FP-C3-Z3 31.2500 343.75 TROT 4"MOUNTING PLATE-CODES Z3 SIREN Warehouse;FTVv-O Print Date 01i04124 Print Time 05:39:53 PM Page No. Printed By:Jeremy Ross Continued on Neu Page PAGE 4 OF 7 PAGES AGENDA ITEM NO. 9.0 DANA SAFETY SUPPLY,INC Sales Quote 4809 KOGER BLV1] GREENSBORO. .NC 27407 Sales Quote No. 511732-C ; .nat n Customer No, WICI-IFALLS Dill To I Ship To CITY OF WICHJITA FALLS CITY OF WICIL[1A FALLS PO Box 1431 PO Box 1431 Wichita Falls,TX 76307 Wichita Falls.TX 76307 United States United States Contact: Contact: Telephone: 940-761-7466 Telephone: 940-761-7466 E-mail: E-mail: Quote Date Ship Via FOR. Customer PO Number Pucment Method ril 114.24 GRO1.'T1T)SHIPMENT QT()TE.D FREIGHT f T3t7 Entered By S.desperion Ordered By Resale Number Jeremy Ross Jeremy Ross Fort Worth 11AN.,Li a lti'; 75_60007I4_2 Order Approve Tax Item VumberlDescription iyuit Extended Qrmniity Quantity Price Price 11 11 N CM-SIMI-St.LED 368.1 2(d0 4.04 7 TROY HEIGHT ADJSTASLE COMPUTER MOUNT,SIDE TO CI Warehouse:F'T'WO BOLTS TO SIDE OF CONSOLE.WILL ACCOMMODATE ACt1STOMER SUPPLIES)DOCKING:STATION I I 11 N AC-TB-AR ININ'.XL I40.0000 TROY XL ARM R.EiST Warehouse:FTWO 11 11 N AC—[T 1IIG 37-64I.10 414 04 IRO4''INTERNAL,CONSOLE.DUAL.CUM 1C31.DIikWITH rf'rf.7ERS Warehouse:FTWO CUP HOLDERS HAVE RUBBER FINGERS RttPLA(1 511-ii=Ai'-IN 1-SEE WI!ICI I IS VI-A I 1 1 I FP-USF-2DC 52.0000 572 00 TRO 2"PLATE W/2 12 VDC OUTLETS&USD PORT Warehouse:ET WO 11 11 N 5700WA 532.5200 S5 7 71 GOR UNIVERSAL SLIDING CTD POLY WINDOW PARTITION Warehouse:FT WO STATE VEHR7LE YEAR-MAKE&MODEL- Print Date 01 04174 Print Time 05.39:53 PM Page No. 3 Printed Fiy:Jeremy Ross Continued on Neal Page PAGE 5 OF 7 PAGES AGENDA ITEM NO. 9.0 DANA SAFFTY SUPPLY,INC Sales Quote 4809 KOGER Si.1;1] GREENSBORO. .NC 27407 Sales Quol('No. 511732-C Telephoto:: iq'. 1`I Lieitoi er 'o. W1CHFALLS I11l1To Shia To CITY OF WICHITA FALLS CITY OF WICHIIlA FALLS PO Box 1431 PO box 1431 Wichita Falls,TX 76307 Wichita balls.TX 76307 United States United States Contact: Contact: Telephone: 940-761-7466 Telephone: 940-761-7466 E-moan: E-mail: QuoleDale Ship`ia FO.11 CuslonierPONumber Pubmeni et had 01 1.1,24 iiROFTNNT)SHIPMENT QT JOT EDFRF.IOHT \liLiii Entered By Sal esperwn Ordered By Resale Number .lrelnvkoss Jeremy tiers IVort Worth WADE LOONY 72-oury714-2 Order Approve I'uit F:cteraded Tax Item Number/Description. Quantity Quantity Price. Price 11 11 N 570 SCR 77.1200 845.32 GUIi MESH COVER FOR PARTITION SLIDING WINDOW OPENING Warehouse:FTWO k l 11 N 5700FIR 181.8100 1,999.91 OUR Recessed Storage Center Panel&Lower Extension Warehouse:FTWO tI 11 N 570721 123.2100 1,355.31 CiOR SC_ATransfer Kit Warehouse-FTWO Included Upper S.Lower Filler Panels,Mounting Brackets&Hardware I I 11 N FE7.c,02-RFIL 1.150 3200 12,653.52 Laguna Laguna 3PFord Police 1Ul 2020 Seat Warehouse:FTWO '.vii' li-a.I f IC�Jc ri?i iI`Merl foe Reratinr Seal Belt'S and Rear Cargo ii 11 Tti !Ii, 272.3000 tr S1\IC L:MOUNT I I.1IdIVER SAT,fiK Warehouse_FTWO 11 1i 620.99700 ..1 p11__;ll->+li h.du ! Print Date lit 04124 Print Time 05,39:53 PIM Page No. 4 Printed By:Jeremy Ross Continued on Nest Page PAGE 6 OF 7 PAGES AGENDA ITEM NO. 9.0 DANA S.AFFTY SUPPLY,INC Sales Quote 4809 KOGER BLV1] GREENSBORO. .SC 27407 Sales Quote No. 511732-C Telephoto.: ,i'i'_:a; .Warn Customer No. W1CHFALLS 11111 To I Snap To CITY OF WICHIITA FALLS CITY OF WICHITA FALLS PO BOX 1431 PO Box 1431 Wichita Falls,TX 76307 Wichita Calls,TX 76307 United States United States Contact: Contact: Telephone: 940-761-7466 Telephone: 940-761-7466 E-mail: E-mail: Quote hate Ship Via FO.B. Cuvlomcr PO Number Payment Method 01 4i r424 GRO1.T1T)SHIPMENT Q1inTFD FREIGHT f:T30 Entered By Salesperson Ordered By Resale Number Jeremy Ross Jeremy Ross Fort Worth WADE LUr%ti 75-6000714-2 Order Approve lair Extended Tux Item Number/Description Quantity Quantity Price Price 1.1 11 N 73S-05T)4'ii FEXP it1 on 2,552.11 DO NOT USE IT-USE Z3S-OBD-001 INSTEAD Warehouse:F'TWO CYrt3k3 Z3S 01.113 Mionutwe1W MQ17 HARNESS 16+ RIU/liXP I 1 11 N 200113 157 2.900 1,730.19 FIGIS PDM 14 Circuit+Ground w/Kill Switch Warehouse:F'TWO II 11 N 502613 35.0000 385.00 BlueSea 12 F ir.w.t Fuse CJri,l; CI round Btu and Cover 1'<archnuse:FTWC7 i II it' K1'1' tiiltiiihi:i 4,41 11 1 1 11 1 !Sl'17:ST'li.l,.'til Wlarehouse:FTWC) i';II:.C. I.sI Jil.FIF I:.i'O1119iiC7]'C7ii.5, IFTC 1i Ii 1 .1. i.$ iii ili i,Gi ti.ii lil:iil fi55 i' TALI [ '7F EQUIPMENT Warehouse:FTWO ..Ipprnved liy: ❑Approve All Items&Quantities Quote Good for 30 Days Print Date 01.t14/24 Subloial 1_6.42 31 Print Time 05:39:53 PM lreir,ht Page No. 5 Printed By:Jeremy Ross Order total 133,464.65 PAGE 7 OF 7 PAGES AGENDA ITEM NO. 9.0 CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Resolution approving the programs and expenditures of the Wichita Falls Economic Development Corporation (WFEDC/4A) by amending the budget to include an expenditure up to $285,000 to support a performance agreement with Covercraft Industries related to the proposed expansion of their current operations in Wichita Falls. INITIATING DEPT: City Manager's Office STRATEGIC GOAL: Accelerate Economic Growth STRATEGIC OBJECTIVE: Encourage...Recruitment of High Value Businesses COMMENTARY: Pursuant to Texas Local Government Code §501.073(a) "The corporation's authorizing unit (i.e. City Council) will approve all programs and expenditures of a corporation and annually review any financial statements of the corporation." Timeline • December 21, 2023—WFEDC Board hears and approves request from Covercraft Industries. • January 16, 2024— City Council to consider ratifying WFEDC budget amendment to facilitate project. Summary The attached project summary from the December 21, 2023, meeting of the WFEDC describes the company, project, and funding request. At that meeting, the WFEDC Board approved the request of up to $285,000 to assist the company in their planned equipment purchase and to support the addition of twenty (20) new full-time employees. The company's existing facility is located in the southeast portion of the City near the intersections of Hwy 287 and Hwy 79 and in close proximity to Texoma Builders Supply, Midwest Dental, and Empire Paper. While the amount of $285,000 contained in the staff report from the WFEDC meeting (attached) did not change, the Board did amend several related terms as part of their approval. The WFEDC's economic development staff at the Chamber of Commerce, as well as representatives from Covercraft, will be at the City Council meeting to provide details on the project. The WFEDC's December 2023 Financial Report shows the corporation has approximately $10.5M in available funds to facilitate this project. The WFEDC Board and City staff recommends approval of this resolution. PAGE 1 OF 5 PAGES AGENDA ITEM NO. 9.D ® Assistant City Manager ASSOCIATED INFORMATION: Resolution ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 2 OF 5 PAGES AGENDA ITEM NO. 9.D WIC'HITA FALLS EC'OYOIIIC DEVELOPMME'\7 CORPORATION PROJECT STAINLA.RY December 21, 2023 SUBJECT: Cov-ercraft—Project Carhartt INITIATED BY: Moriah Williams. Overview: Covercraf1 Industries has been tit production in Wichita Falls since 2000. They currently employ 135 full-time employees. They are rerluesting assistance with purchasing a new piece of equipment and hiring an additional 20 positions. They plan to: • Add a new fabric cutter and create a new production line by adding 20 full-time employees. The Project: The project is going to increase their production operation by adding a thud fabric cutter and 20 sewing and assembly positions at their Wichita Falls plant located at 2720 Market St. The new positions will be added to their 135 existing full-time positions. The average wage proposed for each position is$4-4,000 with benefits. Their existing plant has space for the proposed operation_making the project total investment estimated at$255,000. Local Incentive Proposal: • The company is requesting assistance from the Wichita Falls Economic Development Coiparation for: o Forgivable Loan paid upfront in the amount of$255,000 for the purchase of the fabric cutter. Proposed loan structure: Cash up front. 3 years.no interest. $55,000/yeaa. The company intends to add the fabric cutter upon receiving the incentive and begin biting new full-time employees. If the company meets promises and new employee minimum requirements of 15 full-time employees by December 31, 2026 at the proposed rate of 5 employees per year,the loan will be forgiven,and no payments will be required.If yearly goals are not met,company will repay each position not obtained at a rate of S5,666 per position.Yearly compliance reviews will be performed with the cooperation of the company to ensure key performance indicators are being met. a Cash-for-jobs incentive in the amount of$30,000 ($6,0001ful1-time position). Employee most be employed full-time for a minimum of six months at the PAGE 3 OF 5 PAGES AGENDA ITEM NO. 9.D company before funds can be applied for. All positions will require documentation_ Estimated reline of Local Lucer!rives —S235,000 Reeommen(la tiau 'e are basinE the proposed incentives on the following assumptions: • Covercraft Industries intends to continue to employ its 135 full-tune employees. ▪ Addition of 20 new full-time employees paid approximately 544,000 with benefits. • All incentives are considered performance based and will only be paid once performance markers are met and documented_ • Company will provide date to assist in the complfanre process_ *Any comments or questions from the public Proposed Motion Language: To provide a forgivable loan to Cover•craft Industries in the amount of 5255,000 and a cash for jobs incentive in the amount of SMLO00 valued at 56,000 per full-tame position,for an expansion to their existing Wichita Falls Facility. PAGE 4 OF 5 PAGES AGENDA ITEM NO. 9.D Resolution No. Resolution approving the programs and expenditures of the Wichita Falls Economic Development Corporation (WFEDC/4A) by amending the budget to include an expenditure up to $285,000 to support a performance agreement with Covercraft Industries related to the proposed expansion of their current operations in Wichita Falls WHEREAS, Texas Local Gov't. Code §501.073(a) provides "The corporation's authorizing unit will approve all programs and expenditures of a corporation and annually review any financial statements of the corporation"; and, WHEREAS, on December 21, 2023, the WFEDC approved the Project listed below and as stated in its agenda. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: 1. The Wichita Falls Economic Development Corporation's approval and funding of the following programs and expenditures as described below and in said corporation's agenda, are approved: Covercraft Industries Project: • Up to $285,000 to support a performance agreement with Covercraft Industries related to the proposed expansion of their current operations in Wichita Falls 2. The current fiscal year budget of the WFEDC is amended to provide for the aforementioned expenditures and changes thereto. PASSED AND APPROVED this the 16th day of January, 2024. MAYOR ATTEST: City Clerk PAGE 5 OF 5 PAGES AGENDA ITEM NO. 9.D CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Resolution approving the programs and expenditures of the Wichita Falls Economic Development Corporation (WFEDC/4A) by amending the budget to include an expenditure up to $36,500 to support a performance agreement with Seasons Eatings Snack Company, LLC related to the proposed expansion of their current operations in Wichita Falls. INITIATING DEPT: City Manager's Office STRATEGIC GOAL: Accelerate Economic Growth STRATEGIC OBJECTIVE: Encourage...Recruitment of High Value Businesses COMMENTARY: Pursuant to Texas Local Government Code §501.073(a) "The corporation's authorizing unit (i.e. City Council) will approve all programs and expenditures of a corporation and annually review any financial statements of the corporation." Timeline • December 21, 2023 — WFEDC Board hears and approves request from Seasons Eatings Snack Company. • January 16, 2024— City Council to consider ratifying WFEDC budget amendment to facilitate project. Summary The attached project summary from the December 21, 2023, meeting of the WFEDC describes the company, project, and funding request. At that meeting, the WFEDC Board approved the request of up to $36,500 to assist the company in their planned equipment purchase and to support six (6) full-time employees. While the amount of $36,500 contained in the staff report from the WFEDC meeting (attached) did not change, the Board did amend several related terms as part of their approval. The WFEDC's economic development staff at the Chamber of Commerce, as well as representatives from Season's Eatings, will be at the City Council meeting to provide details on the project. The WFEDC's December 2023 Financial Report shows the corporation has approximately $10.5M in available funds to facilitate this project. The WFEDC Board and City staff recommends approval of this resolution. ® Assistant City Manager ASSOCIATED INFORMATION: Resolution PAGE 1 OF 5 PAGES AGENDA ITEM NO.9.E ® Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 2 OF 5 PAGES AGENDA ITEM NO.9.E 11ICHITA FALLS ECONOMIC DEVELOPMENT CORPORATION PROJECT SUMMARY December 21,2023 SUBJECT: Seasons Eating Snack Company,LLC INITIATED BY: 3..lorialt Wi hams Overview: Seasons Eating Snack Company(referred to as SESC hereinafter)is a local manufacturer who produces gluten free and refined sugar free granola bars. Their products are currently sold at the Wichita Falls Fullers Market, The Bike Stop,Collective Coffee..Abner's Nutrition Center,B Cocoa; and Flex Appeal. Earlier this year..SESC won IDEA WF and was awarded$25.000_ These funds were used to purchase a round sheet cake slicer and a press plate holder and machine_They are now needing to purchase equipment for the kitchen and for packaging to further expand into bigger markets_ They have also personally invested$106,000 since June of 2020. They plan to: • Purchase necessary equipment and increase production as well as hire 6 full-time positions by year three of the proposed agreement and retain them through the end of year five. The Project The project is going to increase their production operation by adding the required equipment to expand production and be able to pursue contracts already in discussion_SESC will use the funds requested to purchase the equipment and will use that equipment as collateral throughout the contract. Seasons Eating Snack Company is requesting a forgivable loan in the amount of$36.500.. Local Incentive Proposal: • The company is requesting assistance from the Wichita Falls Economic Development Corporation for o Forgivable Loan paid upfront in the amount of$36,500 for the purchase of the required equipment_Proposed loan structure:Cash up front, 5 years,no interest_ $7,300?yea.r.The company intends to order the equipment upon receiving the incentive and begin hiring new full-time employees. If the company meets promises and new employee minimum requirements of 6(till-time employees by December 31, 2028,the loan will be forgiven. and no payments will be required. If yearly goals are not met. company will repay each position not obtained at a PAGE 3 OF 5 PAGES AGENDA ITEM NO.9.E rate of S6,083 per position_Yearly compliance reviews will be performed with the cooperation of the company to ensure key performance indicators are being,met. Fstilrrrat.d T-nine of Long In rerrtires —S36,569 Recommendation: We are basing the proposed incea.tives on the following assumptions: is Seasons Eating Snack Company currently employs 2 positions_ • Addition of 6 new full-time employees over 5 years. • All incentives ate considered performance based and will only be paid once performance markers are met and documented. • Company will provide data to assist in the compliance process_ *And-comments or questions from the public Proposed NIotiku Language: To provide a forgivable loan to Seasons Eating Snack Comp any its the amount of 536.511:11:1 for equipment in their existing Wichita Falls operation. PAGE 4 OF 5 PAGES AGENDA ITEM NO.9.E Resolution No. Resolution approving the programs and expenditures of the Wichita Falls Economic Development Corporation (WFEDC/4A) by amending the budget to include an expenditure up to $36,500 to support a performance agreement with Seasons Eatings Snack Company LLC related to the proposed expansion of their current operations in Wichita Falls WHEREAS, Texas Local Gov't. Code §501.073(a) provides "The corporation's authorizing unit will approve all programs and expenditures of a corporation and annually review any financial statements of the corporation"; and, WHEREAS, on December 21, 2023, the WFEDC approved the Project listed below and as stated in its agenda. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: 1. The Wichita Falls Economic Development Corporation's approval and funding of the following programs and expenditures as described below and in said corporation's agenda, are approved: Seasons Eatings Snack Company Project: • Up to $36,500 support a performance agreement with Seasons Eatings Snack Company LLC related to the proposed expansion of their current operations in Wichita Falls 2. The current fiscal year budget of the WFEDC is amended to provide for the aforementioned expenditures and changes thereto. PASSED AND APPROVED this the 16th day of January, 2024. MAYOR ATTEST: City Clerk PAGE 5 OF 5 PAGES AGENDA ITEM NO.9.E CITY COUNCIL AGENDA January 16, 2024 ITEM/SUBJECT: Appointments to Boards and Commissions INITIATING DEPT: City Clerk STRATEGIC GOAL: Actively engage and inform the public. STRATEGIC OBJECTIVE: Enhance public outreach and engagement. COMMENTARY: There are midterm vacancies on the Lake Wichita Revitalization Committee and the Park Board. Vacancies were advertised in accordance with Resolution 21-2015. Following are the current members, expiration dates, and interest in being reappointed for the following boards: Lake Wichita Revitalization Committee Park Board In accordance with Resolution 21-2015, no appointee shall serve more than six (6) consecutive years, unless waived by the Mayor and Council. These limits apply only where existing law or ordinance does not specify limits to terms of service on City boards. Staff is requesting six-year term limits to be waived where noted. Places highlighted in yellow will either be moved to another position or replaced with a current applicant. Applications will be sent to the council by separate e-mail. ® City Clerk ASSOCIATED INFORMATION: Member Rosters ❑ Budget Office Review ® City Attorney Review ® City Manager Approval PAGE 1 OF 3 PAGES AGENDA ITEM NO. 10 LAKE WICHITA REVITALIZATION COMMITTEE PLACE NAME APPOINTED EXPIRATION QUALIFICATIONS DISTRICT 1 Michael Battaglino 07/31/2027 City Council Rep. 4 2 Vacant 07/31/2027 Park Board Rep. 3 Vacant 07/31/2027 CWF Rep. 4 John Pezzano 09/19/2023 07/31/2027 Lakeside City Rep. 5 Matt Marrs 01/19/2021 07/31/2027 CWF Rep. 3 6 Sharon Roach 07/07/2020 07/31/2027 CWF Rep. 4 03/15/2022 (moved from Alt. 03/15/2022) 7 Stephen Garner 12/15/2020 07/31/2027 CWF Rep. 4 (Move to Place 2) 8 David Coleman, Chair 02/19/2019 07/31/2027 CWF Rep. 3 11/05/2019 (moved from Alt. 11/5/19) 9 Adam Arruda 09/19/2023 07/31/2027 CWF Rep. 10 Alison Sanders 10/05/2021 07/31/2027 Lakeside City Ex-Officio 11 Rick Hernandez 12/21/2021 07/31/2027 Voting Alternate 4 12 Austin Cobb 03/15/2022 07/31/2027 Voting Alternate 3 13 Alicia Castillo 10/20/2020 07/31/2027 Gold Star Family Member 2 Ex-Officio Current Applicants: David Bender, Steve Garner (Park Board Rep) Jack Roe, and Joshua Whittiker PAGE 2 OF 3 PAGES AGENDA ITEM NO. 10 PARK BOARD PLACE NAME APPOINTED EXPIRATION QUALIFICATIONS DISTRICT 1 Larri Jean Jacoby 12/15/2020 12/31/2026 1 12/19/2023 2 Patrick Hearn 08/03/2021 12/31/2024 1 12/21/2021 111111111111111111111111111111111 3 Adam Arruda 12/31/2023 12/31/2026 5 111111 4 Sandy Fleming 07/07/2015 12/31/2024 Waiver of Term Limit 1 12/18/2018 12/21/2021 5 Jim Heiman 12/01/2015 12/31/2024 Waiver of Term Limit 4 12/18/2018 12/21/2021 6 Dawn Ferrell 12/19/2023 12/31/2026 7 Dorcas Chasteen 12/21/2021 12/31/2024 4 8 Steve Garner 12/19/2023 12/31/2026 4 9 Alan Donaldson 07/05/2017 12/31/2025 Waiver of Term Limit 3 12/03/2019 12/20/2022 10 Vacant 12/31/2025 11 Josh Phillips 07/19/2022 12/31/2025 4 12/20/2022 Current Applicants: Craig Brown, Rick Hatcher, Stephanie Ingle, Kamil Kell, Luis Severin, Katherine Smith, Shammann Smith, and Daniel Streeter. PAGE 3 OF 3 PAGES AGENDA ITEM NO. 10