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02.14.17 Town Council Regular Meeting Packet Page 1 of 3 ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. 2. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. 3. Announcements of recent and upcoming events. 4. CONSENT AGENDA: (Items placed on the Consent Agenda are considered routine in nature and non- controversial. The Consent Agenda can be acted upon in one motion. Items may be removed from the Consent Agenda by the request of Council Members or staff.) 4a. Consider and act upon minutes from the following Town Council meeting. (RB)  Regular Meeting – January 24, 2017  Special Meeting – Strategic Planning Work Session, January 25, 2017  Special Meeting – February 6, 2017 4b. Consider and act upon an ordinance ordering a General Election to be held on May 6, 2017, and authorizing the Town Manager to execute contracts with the Collin County Election Administration, the Denton County Election Administration, the Prosper Independent School District, and the Collin College District for joint election services. (RB) 4c. Consider and act upon an ordinance ordering a Special Election on proposed amendments to the Home Rule Charter of the Town of Prosper, Texas, to be held on May 6, 2017. (RB) 4d. Receive the December 2016 Financial Report. (KN) 4e. Receive the Quarterly Investment Report. (KN) 4f. Consider and act upon accepting the 2016 Racial Profiling Report as required by state law. (DK) 4g. Consider and act upon approving the purchase of third-party building permit plan review and inspection services, and fire-related services, through an existing Professional Services Agreement with Bureau Veritas North America, Inc.; approving an amendment to the Professional Services Agreement; and authorizing the Town Manager to execute same. (JW) AGENDA Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Tuesday, February 14, 2017 6:00 p.m. Page 2 of 3 4h. Consider and act upon whether to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on any Site Plan or Preliminary Site Plan. (AG) 5. CITIZEN COMMENTS: The public is invited to address the Council on any topic. However, the Council is unable to discuss or take action on any topic not listed on this agenda. Please complete a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. REGULAR AGENDA: If you wish to address the Council during the regular agenda portion of the meeting, please fill out a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. Citizens wishing to address the Council for items listed as public hearings will be recognized by the Mayor. Those wishing to speak on a non-public hearing related item will be recognized on a case-by-case basis, at the discretion of the Mayor and Town Council. PUBLIC HEARINGS: 6. Conduct a Public Hearing, and consider and act upon a request to rezone 14.1± acres, from Planned Development-43 (PD-43) to Planned Development-Commercial (PD-C), on the north side of US 380, 700± feet west of Mahard Parkway to facilitate the development of an automobile sales and/or leasing facility (Ford). (Z16-0025). (AG) 7. Conduct a Public Hearing, and consider and act upon an ordinance amending Special Purpose Sign Distirict-4 (SPSD-4), to allow for increased wall signage height on the Gates of Prosper, Block A, Lot 7 (Texas Roadhouse), located on the east side of Preston Road, 700± feet north of US 380. (MD17-0001). (AG) 8. Conduct a Public Hearing, and consider and act upon a request for a Variance to the Sign Ordinance, to allow for increased wall signage height, for Longo Toyota, located on the northwest corner of US 380 and Mahard Parkway. (V17-0001). (AG) 9. Conduct a Public Hearing to receive public comments concerning the amendment of the land use assumptions and capital improvements plan, and the imposition of an impact fee for water, wastewater, and roadway utilities. (MD16-0012) (HW) DEPARTMENT ITEMS: 10. Consider and act upon an ordinance amending Appendix A, “Fee Schedule,” to the Town’s Code of Ordinances by repealing existing Section I, “Construction Permits and Fees,” and replacing it with a new Section I, “Construction Permits and Fees.” (JW) 11. Discussion on proposed multipurpose fields striping for the Frontier Park North Field Improvements project. (DR) Page 3 of 3 12. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: 12a. Section 551.087 – To discuss and consider economic development incentives. 12b. Section 551.072 – To discuss and consider purchase, exchange, lease or value of real property for municipal purposes and all matters incident and related thereto. 12c. Section 551.071 – Consultation with the Town Attorney regarding possible litigation regarding bond issues, and all matters incident and related thereto. 12d. Section 551.071 – Consultation with the Town Attorney regarding legal issues associated with new Section 251.725 of the Texas Alcoholic Beverage Code and impact on land development. 12e. Section 551.074 – To discuss and review the Town Manager’s performance evaluation. 13.Reconvene in Regular Session and take any action necessary as a result of the Closed Session. 14.Consider and act upon an ordinance amending the FY 2016-2017 budget. (KN) 15.Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. 16.Adjourn. CERTIFICATION I, the undersigned authority, do hereby certify that this Notice of Meeting was posted at Prosper Town Hall, located at 121 W. Broadway Street, Prosper, Texas 75078, a place convenient and readily accessible to the general public at all times, and said Notice was posted by 6:30 p.m., on February 10, 2017, and remained so posted at least 72 hours before said meeting was convened. _______________________________ _________________________ Robyn Battle, Town Secretary Date Notice Removed Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult in closed session with its attorney and to receive legal advice regarding any item listed on this agenda. NOTICE Pursuant to Town of Prosper Ordinance No. 13-63, all speakers other than Town of Prosper staff are limited to three (3) minutes per person, per item, which may be extended for an additional two (2) minutes with approval of a majority vote of the Town Council. NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Town Council meetings are wheelchair accessible. For special services or assistance, please contact the Town Secretary’s Office at (972) 569- 1011 at least 48 hours prior to the meeting time. Page 1 of 5 ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. The meeting was called to order at 6:00 p.m. Council Members Present: Mayor Ray Smith Mayor Pro-Tem Curry Vogelsang, Jr. Deputy Mayor Pro-Tem Jason Dixon Councilmember Michael Korbuly Councilmember Kenneth Dugger Councilmember Meigs Miller Councilmember Mike Davis Staff Members Present: Harlan Jefferson, Town Manager Robyn Battle, Town Secretary/Public Information Officer Terrence Welch, Town Attorney Hulon Webb, Executive Director of Development and Community Services John Webb, Development Services Director Steve Glass, Deputy Director of Engineering Services Dudley Raymond, Parks & Recreation Director Paul Naughton, Landscape Architect Kelly Neal, Finance Director 2. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Mayor Pro-Tem Vogelsang led the invocation. The Pledge of Allegiance and the Pledge to the Texas flag were recited. 3. Announcements of recent and upcoming events. Deputy Mayor Pro-Tem Dixon read the following announcements: Mayor Ray Smith and the Prosper Town Council invite you to join the It’s Time Texas Community Challenge. Log on to www.ittcommunitychallenge.com to register. You can earn points for Prosper by taking Healthy Selfies and tracking your workout activities. With everyone’s help, we can win the title of Healthiest Small Community for the second year in a row. The Town of Prosper is partnering with Prosper ISD to host a one-day Prosper Community Health and Wellness Fair. Make sure to stop by the Prosper High School cafeteria on January 28, 2017, from 9:00 a.m.-2:00 p.m. There will be free health screenings, games, healthy foods and prizes. MINUTES Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway Street Prosper, TX 75078 Tuesday, January 24, 2017 Item 4a.i Page 2 of 5 The Town will celebrate the groundbreaking of two major projects over the next few weeks. The public is invited to attend the Groundbreaking Ceremony for the Town Hall/Multi- Purpose Facility on February 3, at 9:00 a.m. Then, on February 10, we will celebrate the Groundbreaking of Frontier Park North at 9:00 a.m. near Frontier Park Pavilion. 4. CONSENT AGENDA: (Items placed on the Consent Agenda are considered routine in nature and non- controversial. The Consent Agenda can be acted upon in one motion. Items may be removed from the Consent Agenda by the request of Council Members or staff.) 4a. Consider and act upon minutes from the following Town Council meeting. (RB)  Regular Meeting – January 10, 2017 4b. Consider and act upon Ordinance No. 17-07 for a Specific Use Permit (SUP) for mini-warehouses or public storage buildings, on 5.0± acres, located on the east side of Cook Lane, 830± feet south of Prosper Trail. This property is zoned Planned Development-26 (PD-26). (S16-0011). (JW) 4c. Consider and act upon Ordinance No. 17-08 amending the FY 2016-2017 Budget and Capital Improvement Plan. (KN) 4d. Consider and act upon authorizing the Town Manager to execute a Contract Amendment with Teague Nall and Perkins, Inc., related to the Town Hall Offsite Infrastructure Project. (SG) 4e. Consider and act upon whether to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on any Site Plan or Preliminary Site Plan. (AG) Councilmember Dugger made a motion and Deputy Mayor Pro-Tem Dixon seconded the motion to approve all items on the Consent Agenda. The motion was approved by a vote of 7-0. 5. CITIZEN COMMENTS: The public is invited to address the Council on any topic. However, the Council is unable to discuss or take action on any topic not listed on this agenda. Please complete a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. There were no Citizen Comments. REGULAR AGENDA: If you wish to address the Council during the regular agenda portion of the meeting, please fill out a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. Citizens wishing to address the Council for items listed as public hearings will be recognized by the Mayor. Those wishing to speak Item 4a.i Page 3 of 5 on a non-public hearing related item will be recognized on a case-by-case basis, at the discretion of the Mayor and Town Council. DEPARTMENT ITEMS: 6. Discussion on proposed amendments to the Zoning Ordinance regarding accessory structures and guest houses. (JW) Development Services Director John Webb presented this item before the Town Council. As noted during a briefing held in July 2016, recent developments of accessory structures and guest houses have warranted the need to review the standards of these uses to ensure the structures do not have a negative impact on adjacent residential properties. In addition, staff has received requests to reduce the required rear yard setback on single family lots to accommodate attached accessory structures such as patio covers. Mr. Webb reviewed the current Zoning Ordinance as is pertains to guest houses and accessory structures, as well as recommended amendments. Mayor Smith recognized the following individual who requested to speak. George Dupont, 1400 Harvest Ridge Lane, spoke in favor of the item, recommending limits on the number of accessory structures permitted per lot, as well as a limit on the amount of lot covered for accessory buildings. Town staff received direction to modify the ordinance to require a SUP for guest houses and accessory structures, and require additional limitations on lot size. Mr. Webb stated that Town staff would solicit additional comments from the Fire Marshal and Town Attorney, and bring the revised standards to the Planning & Zoning Commission for consideration prior to presenting the proposed ordinance amendment for Council approval. No further action was taken. 7. Consider and act upon authorizing the Town Manager to execute a Professional Engineering Services Agreement between CobbFendley and Associates, Inc., and the Town of Prosper, Texas, related to the design of the Coit Road (First - Frontier) project. (SG) Steve Glass, Deputy Director of Engineering Services, presented this item before the Town Council. CobbFendley will provide design services for Coit Road (First Street to Frontier Parkway), which will include 90% road and drainage design, traffic signal design for the First Street intersection, landscaping and irrigation design, topo and surveying, right-of-way acquisition documents, subsurface utility engineering, and traffic control plans. Funding for the project is expected to be allocated sometime between 2020 and 2025; however, contract approval for design is necessary at this time so that Town staff can begin the process of acquiring the necessary right-of-way. A subsequent contract amendment will be submitted for Council consideration at a future meeting to review existing conditions and make necessary modifications to the contract. Councilmember Miller made a motion and Councilmember Dugger seconded the motion to authorize the Town Manager to execute a Professional Engineering Services Agreement between CobbFendley and Associates, Inc., and the Town of Prosper, Texas, related to the design of the Coit Road (First - Frontier) project. The motion was approved by a vote of 7-0. Item 4a.i Page 4 of 5 8. Consider and act upon authorizing the Town Manager to execute a Professional Services Agreement between Halff Associates, Inc., and the Town of Prosper, Texas, related to the design of the Prosper Gateway Monument project. (PN) Landscape Architect Paul Naughton presented this item before the Town Council. The purpose of this project is to prepare conceptual drawings and budgets for prototypical gateway monuments, to be located at various major and minor gateway locations throughout the Town. The contract also provides for contract documents and specifications for the Preston Road and US 380 location. The monuments are intended to serve as unique landmarks that set Prosper apart from the neighboring communities. Lenny Hughes from Halff Associated provided additional clarification on the project to the Town Council. The Town Council requested information on previous work done on the Gateway Monuments by the Town Council and the Visioning Committee. Hulon Webb, Executive Director of Development and Community Services, stated that Town staff would research the previous designs and bring the information back at a future Council meeting. Town staff will also contact Blue Star Land Development to coordinate the design, and ensure that all designs meet TxDOT requirements. Councilmember Miller made a motion and Councilmember Dugger seconded the motion to table Item 8. The motion was approved by a vote of 7-0. 9. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: 9a. Section 551.087 – To discuss and consider economic development incentives. 9b. Section 551.072 – To discuss and consider purchase, exchange, lease or value of real property for municipal purposes and all matters incident and related thereto. 9c. Section 551.074 – To discuss and review the Town Manager’s performance evaluation. The Town Council recessed into Executive Session at 7:04 p.m. 10. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. The Town Council reconvened the Regular Session at 8:05 p.m. Councilmember Dugger made a motion and Councilmember Korbuly seconded the motion to authorize the Town Manager to execute an economic development incentive agreement for an office structure on property generally located at the northeast corner of Preston Road and First Street. The motion was approved by a vote of 7-0. Item 4a.i Page 5 of 5 11. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting.  Frisco Corridor Transportation and Land Use Study (HW) Hulon Webb, Executive Director of Development and Community Services, updated the Town Council on a mobility study recently conducted by the North Central Texas Council of Governments (NCTCOG) that could potentially extend rail service through Prosper. The Town Council provided direction for the Town staff to request consideration from NCTCOG for a future rail stop in Prosper. 12. Adjourn. The meeting was adjourned at 8:08 p.m. on Tuesday, January 24, 2017. These minutes approved on the 14th day of February, 2017. APPROVED: Ray Smith, Mayor ATTEST: Robyn Battle, Town Secretary Item 4a.i Page 1 of 4 ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. The meeting was called to order at 8:18 a.m. Council Members Present: Mayor Ray Smith Mayor Pro-Tem Curry Vogelsang, Jr. Deputy Mayor Pro-Tem Jason Dixon Councilmember Michael Korbuly Councilmember Kenneth Dugger Councilmember Meigs Miller Councilmember Mike Davis Staff Members Present: Harlan Jefferson, Town Manager Robyn Battle, Town Secretary/Public Information Officer Carol Myers, Executive Assistant/Deputy Town Secretary Hulon Webb, Executive Director of Development and Community Services John Webb, Development Services Director Steve Glass, Deputy Director of Engineering Services Frank Jaromin, Public Works Director Dudley Raymond, Parks & Recreation Director Leslie Scott, Library Director Kelly Neal, Finance Director Leigh Johnson , Information Technology Director Doug Kowalski, Chief of Police Gary McHone, Assistant Police Chief Ronnie Tucker, Fire Chief Stuart Blasingame, Assistant Fire Chief 2. The Town Council will hold a strategic planning work session to discuss successes and accomplishments since the last planning work session and to prioritize future strategic goals. Mayor Smith introduced Rob Franke, the facilitator for the work session. Mr. Franke reviewed the Town Vision Statement and Strategic Goals with the Town Council. The Council made no changes to the Vision Statement or Strategic Goals. Review 2016 Accomplishments The Town Council reviewed a list of accomplishments from the 2016 list of Major Initiatives. They also discussed other accomplishments in the previous year that were not included on the list of objectives. MINUTES Special Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Wednesday, January 25, 2017 Item 4a.ii Page 2 of 4  2017 Major Initiatives Identified by Staff The Town Council reviewed a list of initiatives identified by staff to be added to the list of Major Initiatives. The Council provided feedback on the initiatives associated with each Strategic Goal.  2017 Priority Discussion Items o Employee Survey Results (HJ) Town Manager Harlan Jefferson reviewed the results of a recent employee survey. o Pay and Performance Plan Update (HJ) Town Manager Harlan Jefferson briefed the Council on the Town’s Compensation Plan. Town staff was directed to update the list of comparison cities and towns to the following: Allen Colleyville Coppell Frisco Keller Little Elm McKinney Plano Southlake University Park Town staff was also directed to pursue implementation of a step plan for the Fire Department and Police Department, and perform an updated market study of pay ranges in the Compensation Plan. o Development Fees, Impact Fees, and Utility Rate Study (HW/KN) Development Services Director John Webb presented information to the Council about the Town’s current development fees. The Town Council directed staff to adjust commercial fees to be more closely in line with comparison cities, and to recover costs for commercial inspection services provided by Bureau Veritas. Mr. Webb also recommended an amendment to the current Zoning Ordinance to simplify the fee collection process. Hulon Webb, Executive Director of Development and Community Services, presented information on the Town’s current and proposed impact fees for water, wastewater, and roadways. The Town Council provided feedback on proposed impact fees which will be brought forward at a future Town Council meeting for approval. Finance Director Kelly Neal updated the Town Council on the results of the recent Utility Rate Study. She provided an overview of the Town’s current rate structure and projections based on the Town’s future needs and forecasted rate increases by the North Texas Municipal Water District. Ms. Neal proposed two rate scenarios for residential and commercial monthly water rates, and the Town Council selected scenario 2. Item 4a.ii Page 3 of 4 o Tax Policy and Infrastructure Planning (HJ) The Town Council discussed the Town’s overall policy related to taxes, revenue, and infrastructure planning. Town staff was directed to create a multi- year budget that would enable the Town Council to continue to evaluate tax policy on an ongoing basis. o Pride In The Sky Debriefing (HW) Hulon Webb presented information on previous Town involvement with the Pride in the Sky event, which has included in-kind donations of staff time and equipment from multiple departments, in-kind donations for Town facilities, and a $10,000 cash sponsorship for fireworks. The Town Council provided direction to continue the current level of Town participation at the event. 3. EXECUTIVE SESSION: Recess into Closed Session in compliance with Section 551.001 et seq. Texas Government Code, as authorized by the Texas Open Meetings Act, to deliberate regarding: 3a. Section 551.087 – To discuss and consider economic development incentives. 3b. Section 551.072 – To discuss and consider purchase, exchange, lease or value of real property for municipal purposes and all matters incident and related thereto. 3c. Section 551.074 – To discuss and review the Town Manager’s performance evaluation. The Town Council recessed into Executive Session at 4:10 p.m. 4. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. The Town Council reconvened the Regular Session at 5:30 p.m. No action was taken as a result of Executive Session. 5. Adjourn. The meeting was adjourned at 5:30 p.m. on Wednesday, January 25, 2017. These minutes approved on the 14th day of February, 2017. APPROVED: Ray Smith, Mayor Item 4a.ii Page 4 of 4 ATTEST: Robyn Battle, Town Secretary Item 4a.ii ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. The meeting was called to order at 6:15 p.m. Council Members Present: Mayor Ray Smith Councilmember Michael Korbuly Councilmember Kenneth Dugger Councilmember Mike Davis Council Members Absent: Mayor Pro-Tem Curry Vogelsang, Jr. Deputy Mayor Pro-Tem Jason Dixon Councilmember Meigs Miller Staff Members Present: Harlan Jefferson, Town Manager 2. Consider and act upon a resolution calling upon the 85 th Texas Legislature to enact legislation that would authorize additional Town economic development purposes and incentives pursuant to Subchapter B of Chapter 351 of the Texas Tax Code. (HJ) Councilmember Dugger made a motion and Councilmember Korbuly seconded the motion to approve Resolution No. 17-09 calling upon the 85th Texas Legislature to enact legislation that would authorize additional Town economic development purposes and incentives pursuant to Subchapter B of Chapter 351 of the Texas Tax Code. The motion was approved by a vote of 4-0. 3. Adjourn. The meeting was adjourned at 6:16 p.m. on Monday, February 6, 2017. These minutes approved on the 14th day of February, 2017. APPROVED: Ray Smith, Mayor ATTEST: Robyn Battle, Town Secretary MINUTES Special Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Monday, February 6, 2017 Item 4a.iii Page 1 of 2 To: Mayor and Town Council From: Robyn Battle, Town Secretary Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Consider and act upon a resolution ordering a General Election to be held on May 6, 2017, and authorizing the Town Manager to execute contracts with the Collin County Election Administration, the Denton County Election Administration, the Prosper Independent School District, and the Collin College District for joint election services. Description of Agenda Item: In accordance with Texas Election Law, the Prosper Town Council is responsible for ordering the General Election to be held on the Uniform Election Date in May for the purpose of electing the Council members for Place 3 and Place 5. The order of the General Election is shown in the form of the attached resolution. The resolution also authorizes the Town Manager to enter into contracts with the Elections Administrators of Collin County and Denton County, and with Prosper Independent School District and the Collin College District for joint election services for the May 6, 2017, General Election. Important dates related to the election are listed on the attached Election Calendar. The General Election will be held in conjunction with the proposed Special Election on proposed amendments to the Home Rule Charter. Budgetary Impact: The Collin County Election Administrator has estimated the Town of Prosper’s portion of the joint election to be approximately $3,700. The Denton County Election Administrator has not yet provided a cost estimate; however, the cost for the Denton County portion of the election is not expected to exceed an additional $3,700, bringing the total cost for election services to $7,400. This amount includes all costs related to the proposed Special Election on proposed amendments to the Home Rule Charter. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard resolution as to form and legality. Attached Documents: 1. Resolution 2.Collin County Joint Election Contract with Prosper ISD 3.Collin County Joint Election Contract with Prosper ISD and Collin College District 4.Denton County Joint Election Contract 5.Election Calendar Prosper is a place where everyone matters. TOWN SECRETARY’S OFFICE Item 4b Page 2 of 2 Town Staff Recommendation: Town staff recommends the Town Council adopt a resolution ordering a General Election to be held on May 6, 2017, and authorizing the Town Manager to execute contracts with the Collin County Election Administration, the Denton County Election Administration, the Prosper Independent School District, and the Collin College District for joint election services. Proposed Motion: I move to adopt a resolution ordering a General Election to be held on May 6, 2017, and authorize the Town Manager to execute contracts with the Collin County Election Administration, the Denton County Election Administration, the Prosper Independent School District, and the Collin College District for joint election services. Item 4b TOWN OF PROSPER, TEXAS RESOLUTION NO. 17-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, COLLIN AND DENTON COUNTIES, TEXAS, ORDERING A GENERAL ELECTION TO BE HELD JOINTLY WITH THE PROSPER INDEPENDENT SCHOOL DISTRICT AND THE COLLIN COLLEGE DISTRICT AND ADMINISTERED BY THE COLLIN COUNTY ELECTIONS ADMINISTRATOR AND THE DENTON COUNTY ELECTIONS ADMINISTRATOR ON MAY 6, 2017, FOR THE PURPOSE OF ELECTING TWO MEMBERS OF THE PROSPER TOWN COUNCIL (PLACE 3, AND PLACE 5) TO FILL EXPIRING TERMS; DESIGNATING POLLING PLACES; DESIGNATING LOCATIONS OF POLLING PLACES; DESIGNATING FILING DEADLINES; ORDERING NOTICES OF ELECTION TO BE GIVEN AS PRESCRIBED BY LAW IN CONNECTION WITH SUCH ELECTION; APPOINTING AN ELECTION JUDGE; AUTHORIZING EXECUTION OF JOINT ELECTION AGREEMENTS; AND PROVIDING FOR AN EFFECTIVE DATE. UNA ORDENANZA DEL CONCILIO DEL PUEBLO DE PROSPER, CONDADOS DE COLLIN Y DENTON, TEXAS, ORDENA UNA ELECCION GENERAL QUE SE CONDUZCA CONJUNTAMENTE CON EL DISTRITO ESCOLAR INDEPENDIENTE DE PROSPER Y El DISTRITO DE COLLIN COLLEGE Y ADMINISTRADA POR EL ADMINISTRADOR DE ELECCIONES DEL CONDADO DE COLLIN Y ADMINISTRADA POR EL ADMINISTRADOR DE ELECCIONES DEL CONDADO DE DENTON EL 6 DE MAYO 2017, CON EL PROPOSITO DE ELEGIR DOS MIEMBROS DEL CONCILIO DEL PUEBLO DE PROSPER (LUGAR 3 Y LUGAR 5) PARA LLENAR LOS TERMINOS DE PLAZO; DESIGNANDO LUGARES DE VOTACION; DESIGNANDO FECHAS DE SOLICITUD; ORDENANDO QUÉ NOTICIAS DE ELECCIÓN SEAN DIVULGADAS COMO PROMULGADO POR LEY EN CONEXION CON TALES ELECCIONES; NOMBRANDO JUEZ ELECTORAL; QUE AUTORIZA LA EJECUCIÓN DE LOS ACUERDOS ELECTORALES CONJUNTAS; Y PROPORCIONANDO UNA FECHA EFECTIVA. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: AHORA, POR LO TANTO, SEA RESUELTO POR EL CONCILIO DEL PUEBLO DE PROSPER, TEXAS QUE: SECTION 1 A General Election is hereby ordered for the Town of Prosper, Texas (“Prosper”), to be held jointly with the Prosper Independent School District and the Collin College District on Saturday, May 6, 2017, for the purpose of electing two (2) Town Council members to fill the expiring terms of Town Council Place 3 and Town Council Place 5 (“General Election”), said General Election shall be administered by the Collin County Elections Administrator and the Denton County Elections Administrator. SECCIÓN 1 Una Elección General es ordenada para el Pueblo de Prosper, Texas (“Prosper”) conducida juntamente con el Distrito Escolar Independiente de Prosper y el Distrito de Collin College el sábado Item 4b Resolution No. 17-__, Page 2 6 de mayo 2017 con el propósito de elegir tres miembros del Concilio del Pueblo para llenar los términos de plazo del Lugar 3 y Lugar 5 del Concilio del Pueblo de Prosper (“Elección General”), dicha Elección General será administrada por el Administrador de Elecciones del Condado de Collin y el Administrador de Elecciones del Condado de Denton. SECTION 2 No person’s name shall be placed upon the ballot as a candidate for council member unless such person has filed his or her sworn application as provided by Section 141.03 of the Texas Election Code, with the Town Secretary at the Prosper Town Hall, located at 121 W. Broadway Street, Prosper, Texas 75078, not later than 5:00 p.m., on the 17th day of February, 2017. The Town Secretary shall note on the face of each such application the date of such filing. Such application shall include the office the candidate is seeking. SECCIÓN 2 Ningún nombre de cualquier persona será agregado a la boleta como candidato para miembro del Concilio hasta que dicha persona someta su aplicación verificada como promulgado por Sección 141.03 del Código Electoral de Texas con la Secretaria del Pueblo de Prosper, localizado en 121 W. Broadway Street, Prosper, Texas 75078, no más tarde que las 5:00 p.m. el 17 de febrero 2017. La Secretaria del Pueblo de Prosper anotará en la página principal de cada solicitud la fecha cuando fue sometida. Tal solicitud incluirá el puesto que el candidato/a busca. SECTION 3 Qualified voters of the following election precincts shall cast ballots for the General Election at the heretofore established and designated polling place within Prosper, as follows: SECCIÓN 3 Votantes calificados en los siguientes precintos electorales deberán emitir su voto en la Elección General en los lugares de votación establecidos y designados entre Prosper como corresponde: Town Precincts Polling Place 13, 29, 178, 199, and 214 Prosper ISD Central Administration Building (Collin County) 605 E. 7th Street Prosper, Texas 75078 1004 (Denton County) Denton County Elections Administration 701 Kimberly Drive Denton, Texas 76208 General Election polls shall be open from 7:00 a.m. until 7:00 p.m., on the date of the General Election, Saturday, May 6, 2017. Lugares de votación en la Elección General estarán abiertos desde las 7:00 a.m. hasta las 7:00 p.m. en la fecha de la Elección General, sábado 6 de mayo 2017. Item 4b Resolution No. 17-__, Page 3 SECTION 4 Early voting by personal appearance for Denton County residents shall be available at the Denton County Elections Office, 701 Kimberly Drive, Denton, Texas 76208, from 8:00 a.m. to 5:00 p.m., Monday through Saturday, beginning on Monday, April 24, 2017, and continuing through Saturday, April 29, 2017, which is not a Sunday or any official state holiday, with extended voting hours being held on Monday, May 1, 2017, from 7:00 a.m. to 7:00 p.m., and Tuesday, May 2, 2017, from 7:00 a.m. to 7:00 p.m. Early voting by personal appearance for Collin County residents shall be available at the Town of Prosper Municipal Chambers, 108 W. Broadway, Prosper, Texas 75078, from 8:00 a.m. to 5:00 p.m., Monday through Saturday, beginning on Monday, April 24, 2017, and continuing through Saturday, April 29, 2017, which is not a Sunday or any official state holiday, with extended voting hours being held on Thursday, April 27, 2017, from 8:00 a.m. to 7:00 p.m., Monday, May 1, 2017, from 7:00 a.m. to 7:00 p.m., and Tuesday, May 2, 2017, from 7:00 a.m. to 7:00 p.m. Applications for a ballot by mail shall be requested from and returned to the Collin County Elections Administration Office, Attn: Elections Administrator, 2010 Redbud Blvd, Suite 102, McKinney, Texas 75069, election@collincountytx.gov, or to the Denton County Elections Administration Office, Attn: Elections Administrator, 701 Kimberly Drive, Denton, Texas 76208, elections@dentoncounty.com. Applications for a ballot by mail must be received no later than the close of business on April 25, 2017. Town and School District voters may vote at any of the additional Early Voting locations open under full contract services with the Collin County Elections Administrator or the Denton County Elections Administrator, which may be designated after February 17, 2017. This previous sentence shall also be posted in the Notice of Election. SECCIÓN 4 Votación anticipada en persona será disponible en la Oficina Electoral del Condado de Denton, 701 Kimberly Drive, Denton, Texas 76208 para los residentes del Condado de Denton desde las 8:00 a.m. hasta las 5:00 p.m., lunes a sábado, empezando lunes 25 de abril 2016 y continuando hasta sábado 30 de abril 2016, el cual no es un domingo o cualquier otro día festivo oficial del estado, con horas extendidas de votación disponible el lunes 2 de mayo 2016 desde las 7:00 a.m. hasta las 7:00 p.m. y martes 3 de mayo 2016 desde las 7:00 a.m. hasta las 7:00 p.m. Votación anticipada en persona será disponible en la Sala Municipal del Pueblo de Prosper 108 W. Broadway, Prosper, Texas 75078, para los residentes del Condado de Collin desde las 8:00 a.m. hasta las 5:00 p.m., lunes a sábado, empezando lunes 24 de abril 2017 y continuando hasta sábado 29 de abril 2017, el cual no es un domingo o cualquier otro día festivo oficial del estado, con horas extendidas de votación disponible el jueves 27 de abril 2017 desde las 8:00 a.m. hasta las 7:00 p.m. y lunes 1 de mayo 2017 desde las 7:00 a.m. hasta las 7:00 p.m. y martes 2 de mayo 2017 desde las 7:00 a.m. hasta las 7:00 p.m.. Solicitudes para boletas por correo serán solicitadas y devueltas a Collin County Elections Administration Office, Attn: Elections Administrator, 2010 Redbud Blvd, #102, McKinney, Texas 75069, election@collincountytx.gov, o Denton County Elections Administration Office, Attn.: Elections Administrator, 701 Kimberly Drive, Denton, Texas 76208, elections@dentoncounty.com. Solicitudes para una boleta por correo deberán recibirse a más tardar, cierre de operaciones el 25 de abril 2017. Item 4b Resolution No. 17-__, Page 4 Votantes del Pueblo y del Distrito Escolar podrán votar por adelantado en cualquier lugar de votación, abiertos bajo contrato de servicios completos con el Administrador de Elecciones del Condado de Denton, los cuales serán designados después del 17 de febrero 2017. Esta frase previa será agregada a la Noticia de Elección. SECTION 5 Candidates must file for a specific place and adhere to the filing deadlines accordingly. Candidate packets are available in the Town Secretary’s Office. The candidate filing deadlines for the General Election for Town Council Place 3 and Place 5 are as follows: General Election Filing for the Position of Town Council Place 3 and Place 5 January 18, 2017, beginning at 8:00 a.m. through February 17, 2017 ending at 5:00 p.m. Candidates must file in the Town Secretary’s Office located at 121 W. Broadway Street, Prosper, Texas. SECCIÓN 5 Candidatos tendrán que declarar para un lugar específico en su solicitud y adherirse a las fechas de plazo. Solicitudes de Candidato están disponibles en la oficina de la Secretaria del Pueblo. Las fechas de plazo para la Elección General para miembros del Concilio en Lugar 3 y Lugar 5 son las siguientes: Declaración para la Elección General de la Posición del Lugar 3 y Lugar 5 18 de enero 2017 empezando a las 8:00 a.m. hasta 17 de febrero 2017 terminando a las 5:00 p.m. Candidatos tendrán que declarar con la Oficina de la Secretaria del Pueblo localizada en 121 W. Broadway Street, Prosper, Texas. SECTION 6 Direct Record Electronic (DRE) voting machines shall be used in this General Election for early voting by personal appearance and General Election Day voting. Optical-scan ballots shall be used for early voting by mail. SECCIÓN 6 Máquinas de votación tipo Direct Record Electronic (DRE) serán utilizadas en esta Elección General para votación anticipada en persona y votación del Día de la Elección General. Boletas de Optical-scan serán utilizadas para votación por correo. SECTION 7 The Town Secretary is hereby authorized and directed to publish and/or post, in the time and manner prescribed by law, all notices required to be so published and/or posted in connection with the conduct of this General Election. The General Election, including providing notice of the General Election, shall be conducted in accordance with the Texas Election Code and other applicable law, and all resident qualified and registered voters of the Town shall be eligible to vote at the General Election. Item 4b Resolution No. 17-__, Page 5 SECCIÓN 7 La Secretaria del Pueblo es autorizada y dirigida a publicar y/o anunciar, en el tiempo y manera promulgada por la ley, toda noticia requerida a ser publicada y/o anunciada en conexión con la conducta de esta Elección General. La Elección General, incluyendo dando noticia de la Elección General, será conducida en acuerdo con el Código de Elección de Texas y otras leyes aplicables, y todo residente calificado y votantes registrados del Pueblo serán elegibles para votar en la Elección General. SECTION 8 The Election Officer shall arrange for the appointment, notifications, training and compensation of all election judges and alternate judges in accordance with the law. The presiding Judge shall appoint not less than two (2) nor more than nine (9) qualified elections clerks to serve and assist in the conduct of the election in accordance with the law. SECCIÓN 8 El Funcionario Electoral tomará las medidas necesarias para el nombramiento, las notificaciones, entrenamiento y compensación de todo Juez Electoral y Jueces Alternativos en acuerdo con la ley. El Juez principal nombrara no menos de dos (2) y no más de nueve (9) dependientes electorales calificados para asistir y servir en la conducta de la elección en acuerdo con la ley. SECTION 9 The Mayor and the Town Secretary of the Town, in consultation with the Town Attorney, are hereby authorized and directed to take any and all actions necessary to comply with the provisions of the Texas Election Code and any other state or federal law in carrying out and conducting the General Election, whether or not expressly authorized herein. The Town Manager is hereby authorized to execute Election Services agreements with the Collin County Elections Administration, the Denton County Elections Administration, and the Prosper Independent School District for the General Election on May 6, 2017. SECCIÓN 9 El Alcalde y la Secretaria del Pueblo, en consulta con el Abogado del Pueblo, están autorizados y dirigidos a tomar toda cualquier acción necesaria para cumplir con las provisiones del Código de Elecciones de Texas y cualquier otra ley estatal o federal en el desempeño y conducta de la Elección General, sea o no expresamente autorizado. El gerente de la ciudad queda autorizado a ejecutar contratos de servicios de la elección con la Administración de Elecciones del Condado de Collin y la Administración de Elecciones del Condado de Denton y el distrito escolar independiente de Prosper para la Elección General el 6 de mayo de 2017. SECTION 10 This Ordinance and order for a General Election shall be effective from and after the passage of this Ordinance. Item 4b Resolution No. 17-__, Page 6 SECCIÓN 10 Esta Ordenanza y orden para una Elección General serán efectivas a partir y después de la fecha del aprobación de esta Ordenanza. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, COLLIN AND DENTON COUNTIES, TEXAS, ON THIS THE 14TH DAY OF FEBRUARY, 2017. DEBIDAMENTE ADMITIDA Y APROBADA POR EL CONCILIO DEL PUEBLO DE PROSPER, CONDADOS COLLIN Y DENTON, TEXAS, ESTE DIA 14 DE FEBRERO 2017. APPROVED: ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 4b May 6, 2017 Joint General & Special Election Contract for Election Services Town of Prosper/Prosper ISD Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 2 May 6, 2017 Joint General & Special Election Table of Contents I………………………………………………Duties and Services of Contracting Officer II………………………………..……….Duties and Services of Town and School District III……………………….………………………………………………..Cost of Election IV….………...………………………………………..……… Joint General Agreement V………………………………………………………………….…..General Provisions Exhibits Exhibit A...…………………………………….……Early Voting Schedule and Locations Exhibit B.….……………………………………………...……Election Day Vote Centers Exhibit C…………………………………………………………………..Cost of Services Exhibit D………………………………………………………...Joint General Agreement Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 3 THE STATE OF TEXAS CONTRACT FOR COUNTY OF COLLIN § TOWN – SCHOOL PROSPER ELECTION SERVICES BY THE TERMS OF THIS CONTRACT made and entered into by and between the TOWN OF PROSPER, hereinafter referred to as the "TOWN," and the BOARD OF TRUSTEES OF THE PROSPER INDEPENDENT SCHOOL DISTRICT, hereinafter referred to as the “SCHOOL DISTRICT,” and BRUCE SHERBET, Elections Administrator of Collin County, Texas, hereinafter referred to as "Contracting Officer," pursuant to the authority in Subchapter D, Section 31.092, of Chapter 31, of the Texas Election Code, agree to the following particulars in regard to coordination, supervision and running of the Town and School District's May 6, 2017 Joint General & Special Election and a Town Runoff Election, if necessary, on June 10, 2017. An additional cost estimate, early voting calendar, and Election Day polling place schedule will be prepared should a Runoff Election be necessary. THIS AGREEMENT is entered into in consideration of the mutual covenants and promises hereinafter set out. IT IS AGREED AS FOLLOWS: I. DUTIES AND SERVICES OF CONTRACTING OFFICER. The Contracting Officer shall be responsible for performing the following duties and shall furnish the following services and equipment: A. The Contracting Officer shall arrange for appointment, notification (including writ of election), training and compensation of all presiding judges, alternate judges, the judge of the Central Counting Station and judge of the Early Voting Ballot Board. a. The Contracting Officer shall be responsible for notification of each Election Day and Early Voting presiding judge and alternate judge of his or her appointment. The recommendations of the Town and the School District will be the accepted guidelines for the number of clerks secured to work in each Vote Center. The presiding election judge of each Vote Center, however, will use his/her discretion to determine when additional manpower is needed during peak voting hours. The Contracting Officer will determine the number of clerks to work in the Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 4 Central Counting Station and the number of clerks to work on the Ballot Board. Election judges shall be secured by the Contracting Officer with the approval of the Town and the School District. b. Election judges shall attend the Contracting Officer's school of instruction (Elections Seminar); calendar will be provided. c. Election judges shall be responsible for picking up from and returning election supplies to the county election warehouse located at 2010 Redbud Blvd., Suite 102, McKinney. Compensation for this pickup and delivery of supplies will be $25.00. d. The Contracting Officer shall compensate each election judge and worker. Each judge shall receive $12.00 per hour for services rendered. Each alternate judge and clerk shall receive $10.00 per hour for services rendered. Overtime will be paid to each person working over 40 hours per week. B. The Contracting Officer shall procure, prepare, and distribute voting machines, election kits and election supplies. a. The Contracting Officer shall secure election kits which include the legal documentation required to hold an election and all supplies including locks, pens, magic markers, etc. b. The Contracting Officer shall secure all tables, chairs, and legal documentation required to run the Central Counting Station. c. The Contracting Officer shall provide all lists of registered voters required for use on Election Day and for the early voting period required by law. d. The Contracting Officer shall procure and arrange for the distribution of all election equipment and supplies required to hold an election. Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 5 1. Equipment includes the rental of voting machines, ADA compliance headphones and keypads (1 per site), transfer cases, voting signs and election supply cabinets. 2. Supplies include smart cards, sample ballots, provisional forms, maps, labels, pens, tape, markers, etc. C. The Contracting Officer, Bruce Sherbet, shall be appointed the Early Voting Clerk by the Town and the School District. a. The Contracting Officer shall supervise and conduct Early Voting by mail and in person and shall secure personnel to serve as Early Voting Deputies. b. Early Voting by personal appearance for the Town and School District's May 6, 2017, Joint General & Special Election shall be conducted during the time period and at the locations listed in Exhibit “A”, attached and incorporated by reference into this contract. c. All applications for an Early Voting mail ballot shall be received and processed by the Collin County Elections Administration Office, 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069. 1. Application for mail ballots erroneously mailed to the Town or School District shall immediately be faxed to the Contracting Officer for timely processing. The original application shall then be forwarded to the Contracting Officer for proper retention. 2. All Federal Post Card Applicants (FPCA) will be sent a mail ballot. No postage is required. d. All Early Voting ballots (those cast by mail and those cast by personal appearance) shall be prepared for count by the Early Voting Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 6 Ballot Board in accordance with Section 87.000 of the Texas Election Code. The presiding judge of this Board shall be appointed by the Contracting Officer. D. The Contracting Officer shall arrange for the use of all Election Day Vote Centers. The Town and School District shall assume the responsibility of remitting the cost of all employee services required to provide access, provide security or provide custodial services for the Vote Centers. The Election Day Vote Centers are listed in Exhibit “B”, attached and incorporated by reference into this contract. E. The Contracting Officer shall be responsible for establishing and operating the Central Counting Station to receive and tabulate the voted ballots in accordance with Section 127.001 of the Election Code and of this agreement. Counting Station Manager and Central Count Judge shall be Bruce Sherbet. The Tabulation Supervisor shall be Patty Seals. a. The Tabulation Supervisor shall prepare, test and run the county's tabulation system in accordance with statutory requirements and county policies, under the auspices of the Contracting Officer. b. The Public Logic and Accuracy Test of the electronic voting system shall be conducted. c. Election night reports will be available to the Town and School District at the Central Counting Station on election night. Provisional ballots will be tabulated after election night in accordance with law. d. The Contracting Officer shall prepare the unofficial canvass report after all precincts have been counted, and will provide a copy of the unofficial canvass to the Town and School District as soon as possible after all returns have been tallied. e. The Contracting Officer shall be appointed the custodian of the voted ballots and shall retain all election material for a period of 22 months. 1. Pending no litigation and as prescribed by law, the voted ballots shall be shredded 22 months after the election. Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 7 2. The Town and School District can obtain the list of registered voters from the Elections Administration Office after this retention period. Pending no litigation and if the Town or School District does not request the lists, the Contracting Officer shall destroy them. f. The Contracting Officer shall conduct a manual count as prescribed by Section 127.201 of the Texas Election Code and submit a written report to the Town and School District in a timely manner. The Secretary of State may waive this requirement. If applicable, a written report shall be submitted to the Secretary of State as required by Section 127.201(E) of the aforementioned code. II. DUTIES AND SERVICES OF THE TOWN AND SCHOOL DISTRICT. The Town and School District shall assume the following responsibilities: A. The Town and School District shall prepare the election orders, resolutions, notices, official canvass and other pertinent documents for adoption by the appropriate office or body. The Town and School District assumes the responsibility of posting all notices and likewise promoting the schedules for Early Voting and Election Day. B. The Town and School District shall provide the Contracting Officer with an updated map and street index of their jurisdiction in an electronic (shape file preferred) or printed format as soon as possible but no later than Friday, March 3, 2017. C. The Town and School District shall procure and provide the Contracting Officer with the ballot layout and Spanish interpretation in an electronic format. a. The Town and School District shall deliver to the Contracting Officer as soon as possible, but no later than 5:00 PM Wednesday, February 22, 2017, the official wording for the Town and School District's May 6, 2017, Joint General & Special Election. b. The Town and School District shall approve the "blue line" ballot format prior to the final printing. Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 8 D. The Town and School District shall post the publication of election notice by the proper methods with the proper media. E. The Town and School District shall compensate the Contracting Officer for any additional verified cost incurred in the process of running this election or for a manual count this election may require, consistent with charges and hourly rates shown on Exhibit “C” for required services. F. The Town and School District shall pay the Contracting Officer 90% of the estimated cost to run the said election prior to Friday, April 7, 2017. The Contracting Officer shall place the funds in a "contract fund" as prescribed by Section 31.100 of the Texas Election Code. The Deposit should be delivered within the mandatory time frame to: Collin County Treasury 2300 Bloomdale Rd. #3138 McKinney, Texas 75071 Made payable to: “Collin County Treasury” with the note “for election services” included with check documentation. G. The Town and School District shall pay the cost of conducting said election, less partial payment, including the 10% administrative fee, pursuant to the Texas Election Code, Section 31.100, within 30 days from the date of final billing. III. COST OF SERVICES. See Exhibit “C.” IV. JOINT GENERAL AGREEMENT. See Exhibit “D”. V. GENERAL PROVISIONS. A. Nothing contained in this contract shall authorize or permit a change in the officer with whom or the place at which any document or record relating to the Town and School District's May 6, 2017, Joint General & Special Election is to be filed or the place at which any function is to be carried out, or any nontransferable functions specified under Section 31.096 of the Texas Election Code. Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 9 B. Upon request, the Contracting Officer will provide copies of all invoices and other charges received in the process of running said election for the Town and School District. C. If the Town and/or School District cancel their election pursuant to Section 2.053 of the Texas Election Code, the Contracting Officer shall be paid a contract preparation fee of $75. An entity canceling an election will not be liable for any further costs incurred by the Contracting Officer in conducting the May 6, 2017, Joint General & Special Election. All actual shared cost incurred in the conduct of the election will be divided by the actual number of entities contracting with the Contracting Officer and holding a May 6, 2017, Joint General & Special Election. D. The Contracting Officer shall file copies of this contract with the County Judge and the County Auditor of Collin County, Texas. WITNESS BY MY HAND THIS THE DAY OF 2017. Bruce Sherbet Collin County, Texas WITNESS BY MY HAND THIS THE DAY OF 2017. By:___________________________ Attest:____________________________ Harlan Jefferson, Town Manager Robyn Battle, Town Secretary Town of Prosper Town of Prosper WITNESS BY MY HAND THIS THE DAY OF 2017. By:______________________________ Attest:______________________________ Drew Watkins, Superintendent Pam Webb, Secretary Prosper Independent School District Prosper Independent School District Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 10 Exhibit “A” MAY 6, 2017 JOINT GENERAL & SPECIAL ELECTION Early Voting Locations and Hours Town of Prosper & PISD* Polling Place Address Town Collin County Election Office (Main Early Voting Location) 2010 Redbud Blvd., #102 McKinney Prosper Municipal Chambers 108 W. Broadway Prosper Sunday Monday Tuesday Wednesday Thursday Friday Saturday April 23 April 24 8am – 5pm April 25 8am – 5pm April 26 8am – 5pm April 27 8am - 7pm April 28 8am - 5pm April 29 8am - 5pm April 30 May 1 7am – 7pm May 2 7am – 7pm May 3 May 4 May 5 May 6 7am – 7pm Election Day * Town and School District voters may vote at any of the additional Early Voting locations open under full contract services with the Collin County Elections Administration. Item 4b May 6, 2017 Joint General & Special Election – Town of Prosper & PISD 01/30/17 – Page 11 Exhibit “B” MAY 6, 2017 JOINT GENERAL & SPECIAL ELECTION Election Day Vote Centers – Town of Prosper & PISD* Precincts Location Address Town “VOTE CENTER” Prosper ISD Administration Bldg. 605 E. 7th Street Prosper *Town and School District voters may vote at any of the additional Election Day Vote Centers open under full contract services with the Collin County Elections Administration. Item 4b E S T I M A T E D C O S T S F O R T O W N O F P R O S P E R Ma y 6 , 2 0 1 7 Ex h i b i t " C " SU P P L Y C O S T Nu m b e r o f E a r l y V o t i n g L o c a t i o n s 1 Nu m b e r o f E l e c t i o n D a y L o c a t i o n s 1 Un i t s C o s t P r o s p e r U n i t s C o s t P C T Y / P I S D / C C Sa m p l e B a l l o t s $ 0 . 1 8 6 6 e a c h 0 $ 0 . 0 0 2 0 0 $ 3 7 . 3 2 Ea r l y V o t i n g M a i l B a l l o t s $ 1 . 2 0 e a c h 0 $ 0 . 0 0 2 5 $ 3 0 . 0 0 Pr e c i n c t B a l l o t S e t u p $ 1 0 . 0 0 e a c h 0 $ 0 . 0 0 2 $ 2 0 . 0 0 Pr e c i n c t B a l l o t s $ 0 . 4 0 0 2 e a c h 0 $ 0 . 0 0 2 5 $ 1 0 . 0 1 Ea r l y v o t i n g a n d e l e c t i o n d a y k i t s $ 2 5 . 0 0 e a c h 0 $ 0 . 0 0 2 $ 5 0 . 0 0 Ce n t r a l C o u n t i n g k i t a n d s u p p l i e s $ 5 0 . 0 0 e a c h 0 $ 0 . 0 0 1 $ 5 0 . 0 0 Co u n t y P r e c i n c t M a p s $ 1 2 . 0 0 e a c h 0 $ 0 . 0 0 2 $ 2 4 . 0 0 Pr i n t e r L a b e l s $ 5 . 2 7 e a c h 0 $ 0 . 0 0 5 $ 2 6 . 3 5 To t a l $ 0 . 0 0 $ 2 4 7 . 6 8 Nu m b e r o f E n t i t i e s S h a r i n g C o s t s 1 3 Su b T o t a l $ 0 . 0 0 $ 8 2 . 5 6 Gr a n d T o t a l $ 8 2 . 5 6 EQ U I P M E N T R E N T A L C O S T Nu m b e r o f E a r l y V o t i n g L o c a t i o n s 1 Nu m b e r o f E l e c t i o n D a y L o c a t i o n s 1 Un i t s C o s t P r o s p e r U n i t s C o s t P C T Y / P I S D / C C Vo t i n g M a c h i n e s ( 7 ' s ) $ 1 5 0 . 0 0 e a c h 0 $ 0 . 0 0 4 $ 6 0 0 . 0 0 Vo t i n g M a c h i n e s ( 6 ' s ) $ 2 0 0 . 0 0 e a c h 0 $ 0 . 0 0 4 $ 8 0 0 . 0 0 Tr a n s f e r C a s e s $ 5 . 0 0 e a c h 0 $ 0 . 0 0 2 $ 1 0 . 0 0 Me t a l S i g n s $ 1 . 0 0 e a c h 0 $ 0 . 0 0 4 $ 4 . 0 0 Wo o d S i g n s $ 2 . 0 0 e a c h 0 $ 0 . 0 0 2 $ 4 . 0 0 EV S e c u r i t y C a b i n e t s $ 2 0 0 . 0 0 e a c h 0 $ 0 . 0 0 1 $ 2 0 0 . 0 0 EV C o m p u t e r C a b i n e t $ 5 0 . 0 0 e a c h 0 $ 0 . 0 0 1 $ 5 0 . 0 0 ED S e c u r i t y C a b i n e t s $ 2 0 0 . 0 0 e a c h 0 $ 0 . 0 0 1 $ 2 0 0 . 0 0 EV / E D C a b i n e t D r a y a g e $ 1 3 8 . 0 0 e a c h 0 $ 0 . 0 0 2 $ 2 7 6 . 0 0 To t a l $ 0 . 0 0 $ 2 , 1 4 4 . 0 0 Nu m b e r o f E n t i t i e s S h a r i n g C o s t s 1 3 Su b T o t a l $ 0 . 0 0 $ 7 1 4 . 6 7 Gr a n d T o t a l $ 7 1 4 . 6 7 Item 4b EA R L Y V O T I N G Nu m b e r o f E a r l y V o t i n g L o c a t i o n s 1 Wo r k e r s e a c h l o c a t i o n 3 U n i t s C o s t P r o s p e r U n i t s C o s t P C T Y / P I S D / C C Ma i l e d B a l l o t K i t s $1 . 0 0 e a c h 0 $0 . 0 0 2 5 $2 5 . 0 0 Po s t a g e f o r B a l l o t s $0 . 8 8 e a c h 0 $0 . 0 0 2 5 $2 2 . 0 0 As s e m b l e E V L o c a t i o n $5 0 . 0 0 e a c h 0 $0 . 0 0 1 $5 0 . 0 0 To t a l J u d g e H o u r s $1 2 . 0 0 h o u r 0 $0 . 0 0 6 8 $8 1 6 . 0 0 Ov e r t i m e J u d g e H o u r s $1 8 . 0 0 h o u r 0 $0 . 0 0 2 3 $4 1 4 . 0 0 To t a l A l t . J u d g e & C l e r k H o u r s $1 0 . 0 0 h o u r 0 $0 . 0 0 1 3 6 $1 , 3 6 0 . 0 0 Ov e r t i m e A l t . J u d g e & C l e r k H o u r s $ 1 5 . 0 0 h o u r 0 $0 . 0 0 4 6 $6 9 0 . 0 0 Pi c k u p & D e l i v e r y o f S u p p l i e s $2 5 . 0 0 e a c h 0 $0 . 0 0 1 $2 5 . 0 0 To t a l $0 . 0 0 $3 , 4 0 2 . 0 0 Nu m b e r o f E n t i t i e s S h a r i n g C o s t s 1 3 Su b T o t a l $0 . 0 0 $1 , 1 3 4 . 0 0 Gr a n d T o t a l $1 , 1 3 4 . 0 0 EL E C T I O N D A Y Nu m b e r o f E l e c t i o n D a y L o c a t i o n s 1 Wo r k e r s e a c h l o c a t i o n 3 Un i t s C o s t P r o s p e r U n i t s C o s t P C T Y / P I S D / C C To t a l J u d g e H o u r s $1 2 . 0 0 h o u r 0 $0 . 0 0 1 4 $1 6 8 . 0 0 To t a l A l t . J u d g e & C l e r k H o u r s $1 0 . 0 0 h o u r 0 $0 . 0 0 2 8 $2 8 0 . 0 0 Pi c k u p & D e l i v e r y o f S u p p l i e s $2 5 . 0 0 e a c h 0 $0 . 0 0 1 $2 5 . 0 0 To t a l $0 . 0 0 $4 7 3 . 0 0 Nu m b e r o f E n t i t i e s S h a r i n g C o s t s 1 3 Su b T o t a l $0 . 0 0 $1 5 7 . 6 7 Gr a n d T o t a l $1 5 7 . 6 7 AD M I N I S T R A T I V E E X P E N S E S Nu m b e r o f E a r l y V o t i n g L o c a t i o n s 1 Nu m b e r o f E l e c t i o n D a y L o c a t i o n s 1 Un i t s C o s t P r o s p e r U n i t s C o s t P C T Y / P I S D / C C Ma n u a l R e c o u n t D e p o s i t $6 0 . 0 0 e a c h 0 $0 . 0 0 1 $6 0 . 0 0 Pr o c e s s P o l l w o r k e r C h e c k s $1 . 5 0 e a c h 0 $0 . 0 0 6 $9 . 0 0 Pr o c e s s E l e c t i o n J u d g e N o t i c e s $1 . 5 0 e a c h 0 $0 . 0 0 4 $6 . 0 0 To t a l $0 . 0 0 $7 5 . 0 0 Nu m b e r o f E n t i t i e s S h a r i n g C o s t s 1 3 Su b T o t a l $0 . 0 0 $2 5 . 0 0 Gr a n d T o t a l $2 5 . 0 0 Item 4b TA B U L A T I O N Ta b u l a t i o n N e t w o r k $4 , 0 0 0 . 0 0 El e c t i o n N i g h t V e n d o r S u p p o r t $1 , 8 0 0 . 0 0 No t i c e o f I n s p e c t i o n / T a b u l a t i o n T e s t $2 , 2 5 0 . 0 0 To t a l $8 , 0 5 0 . 0 0 Nu m b e r o f E n t i t i e s 34 To t a l $ 2 3 6 . 7 6 PR O G R A M M I N G Do m i n i o n P r o j e c t M a n a g e m e n t $5 , 0 0 0 . 0 0 Fu l l S e r v i c e P r o g r a m m i n g w / A u d i o $ 1 4 , 0 0 0 . 0 0 To t a l $ 1 9 , 0 0 0 . 0 0 N u m b e r o f E n t i t i e s 3 4 To t a l $ 5 5 8 . 8 2 CE N T R A L I Z E D C O S T S Ea r l y V o t i n g B a l l o t B o a r d $2 , 0 0 0 . 0 0 Co s t f o r C e n t r a l C o u n t W o r k e r s $1 , 4 0 0 . 0 0 FI C A o n E l e c t i o n W o r k e r s $4 , 5 0 0 . 0 0 As s e m b l e E V L o c a t i o n $5 0 . 0 0 Ea r l y V o t i n g M a c h i n e s i n M c K i n n e y ( 6 ) $ 1 , 1 0 0 . 0 0 Ea r l y V o t i n g P e r s o n n e l i n M c K i n n e y $4 , 0 0 0 . 0 0 Wa r e h o u s e G a s M i l e a g e $1 , 2 0 0 . 0 0 Co u n t y O v e r t i m e a n d T e m p o r a r i e s $3 5 , 0 0 0 . 0 0 FI C A f o r C o u n t y E m p l o y e e s $2 , 5 0 0 . 0 0 To t a l $5 1 , 7 5 0 . 0 0 F u l l S e r v i c e J u r i s d i c t i o n s - 1 , 4 6 4 , 7 4 5 v o t e r s P l a n o I S D - 2 0 1 , 9 5 8 14 % o f T o t a l = $ 7 , 2 4 5 . 0 0 C i t y o f M u r p h y - 1 1 , 8 3 7 .0 8 % o f T o t a l = $ 4 1 4 . 0 0 C i t y o f P a r k e r - 3 , 0 9 5 Fl a t F e e - $ 1 2 5 . 0 0 C i t y o f P l a n o - 1 5 7 , 0 5 9 11 % o f T o t a l = $ 5 , 6 9 2 . 5 0 C i t y o f M c K i n n e y - 9 2 , 8 6 2 6% o f T o t a l = $ 3 , 1 0 5 . 0 0 M c K i n n e y I S D - 7 3 . 5 3 0 5% o f T o t a l = $ 2 , 5 8 7 . 5 0 C C C C - 5 2 6 , 0 3 3 36 % o f T o t a l = $ 1 8 , 1 1 2 . 5 0 C i t y o f A l l e n - 5 6 , 8 1 9 4% o f T o t a l = $ 2 , 0 7 0 . 0 0 A l l e n I S D - 5 7 , 0 1 8 4% o f T o t a l = $ 2 , 0 7 0 . 0 0 C i t y o f A n n a - 6 , 0 3 7 .0 4 % o f T o t a l = $ 2 1 2 . 1 8 A n n a I S D - 7 , 9 9 5 .0 5 % o f T o t a l = $ 2 5 8 . 7 5 C i t y o f B l u e R i d g e - 4 4 0 Fl a t F e e - $ 1 2 5 . 0 0 B l u e R i d g e I S D - 2 , 1 1 3 Fl a t F e e - $ 1 2 5 . 0 0 C i t y o f C e l i n a - 4 , 7 5 8 .0 3 % o f T o t a l = $ 1 5 5 . 2 5 C e l i n a I S D - 6 , 4 5 3 .0 4 % o f T o t a l = $ 2 1 2 . 1 8 C i t y o f F a i r v i e w - 6 , 9 3 3 .0 4 % o f T o t a l = $ 2 1 2 . 1 8 L o v e j o y I S D - 1 0 , 8 2 3 .0 7 % o f T o t a l = $ 3 7 7 . 7 8 C i t y o f F r i s c o - 5 1 , 2 4 7 3% o f T o t a l = $ 1 , 5 5 2 . 5 0 F r i s c o I S D - 8 0 , 5 9 4 5. 5 % o f T o t a l = $ 2 , 8 4 6 . 2 5 F a r m e r s v i l l e - 1 , 5 6 1 Fl a t F e e - $ 1 2 5 . 0 0 F a r m e r s v i l l e I S D - 4 , 7 4 5 .0 3 % o f T o t a l = $ 1 5 5 . 2 5 C i t y o f L a v o n - 2 , 0 0 7 Fl a t F e e - $ 1 2 5 . 0 0 C i t y o f L u c a s - 4 , 5 4 7 .0 3 % o f T o t a l = $ 1 5 5 . 2 5 C i t y o f M e l i s s a - 5 , 0 3 0 .0 3 % o f T o t a l = $ 1 5 5 . 2 5 M e l i s s a I S D - 6 , 2 0 9 .0 4 % o f T o t a l = $ 2 1 2 . 1 8 C i t y o f N e v a d a - 7 2 2 Fl a t F e e - $ 1 2 5 . 0 0 C o m m u n i t y I S D - 6 , 5 5 8 .0 4 % o f T o t a l = $ 2 1 2 . 1 8 T o w n o f N e w H o p e - 4 8 2 Fl a t F e e - $ 1 2 5 . 0 0 P r i n c e t o n I S D - 8 , 9 6 3 .0 6 % o f T o t a l = $ 3 1 0 . 5 0 C i t y o f P r o s p e r - 1 0 , 5 3 7 .0 7 % o f T o t a l = $ 3 7 7 . 7 8 P r o s p e r I S D - 2 0 , 2 2 5 1. 4 % o f T o t a l = $ 7 2 4 . 5 0 T o w n o f S t . P a u l - 6 9 0 Fl a t F e e - $ 1 2 5 . 0 0 C i t y o f W y l i e - 2 4 , 8 2 3 1. 6 % o f T o t a l = 8 2 8 . 0 0 N . C o l l i n W S C - 1 , 2 4 5 Fl a t F e e - $ 1 2 5 . 0 0 M a r i l e e S U D - 1 , 6 9 9 Fl a t F e e - $ 1 2 5 . 0 0 C o p e v i l l e W a t e r - 2 , 0 3 3 Fl a t F e e - $ 1 2 5 . 0 0 E a s t F o r k S U D - 3 , 9 7 2 .0 3 % o f T o t a l = $ 1 5 5 . 2 5 N e v a d a W S C - 1 , 0 9 3 Fl a t F e e - $ 1 2 5 . 0 0 C o l l i n C o u n t y M U D # 1 - x x x x F l a t F e e - $ 1 2 5 . 0 0 Item 4b SU M M A R Y O F C O S T S F O R T O W N O F P R O S P E R SU P P L Y C O S T $8 2 . 5 6 EQ U I P M E N T R E N T A L C O S T $7 1 4 . 6 7 EA R L Y V O T I N G $1 , 1 3 4 . 0 0 EL E C T I O N D A Y $1 5 7 . 6 7 AD M I N I S T R A T I V E E X P E N S E S $2 5 . 0 0 TA B U L A T I O N / P R O G R A M M I N G C O S T S $7 9 5 . 5 8 CE N T R A L I Z E D C O S T S $3 7 7 . 7 8 To t a l $3 , 2 8 7 . 2 6 10 % A d m i n i s t r a t i v e F e e $3 2 8 . 7 3 Gr a n d T o t a l $3 , 6 1 5 . 9 9 90 % D e p o s i t d u e b y 4 / 0 7 / 1 7 $3 , 2 5 4 . 3 9 Item 4b JOINT ELECTION AGREEMENT between The Town Council of the Town of Prosper (the Town), the Board of Trustees of the Prosper Independent School District (PISD), known as (the School), and the Board of Trustees of Collin College District (the College). BY THE TERMS OF THIS AGREEMENT, the Town, the School and the College, do hereby agree, pursuant to the provisions of the Texas Election Code, to hold a joint election for the General Election and Special Election should it be called, of the Town and the General Election and Special Election should it be called, of the School District and the College to be held on Saturday, May 6, 2017. The entities have contracted with the Collin County Elections Administrator (Election Administrator) to perform various duties and responsibilities on their behalf. The Town, CISD and the College shall share equally in shared expenses applicable for the Early Voting location at the Prosper Municipal Chambers. The Town, CISD and the College shall share equally in shared expenses applicable for the Election Day location at Prosper ISD Administration Building. Expenses include polling location costs, election officials, supplies, ballots and any other and all necessary expenses for the election upon receipt of satisfactory billing and invoices reflecting the total of such election. Tabulation and centralized costs shall be shared equally between the number of entities holding an election on May 6, 2017. An entity canceling an election pursuant to Section 2.053 of the Texas Election Code will not be liable for costs incurred by the Elections Administrator in conducting the May 6, 2017, Joint General & Special Election of the Town, the School District and the College; they will be liable only for the contract preparation fee of $75.00. APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS in its meeting held the day of , 2017, and executed by its authorized representative. By: Attest: Harlan Jefferson, Town Manager Robyn Battle, Town Secretary Town of Prosper Town of Prosper Item 4b APPROVED BY THE TRUSTEES OF THE PROSPER INDEPENDENT SCHOOL DISTRICT in its meeting held the day of , 2017, and executed by its authorized representative. By: ______ Attest: __________ Drew Watkins, Superintendent Pam Webb, Secretary Prosper ISD Prosper ISD APPROVED BY THE TRUSTEES OF THE COLLIN COLLEGE DISTRICT in its meeting held the day of , 2017, and executed by its authorized representative. By: Attest: ______ H. Neil Matkin, Ed.D. District President Kim Davison, Sr. Vice President Collin College Collin College Item 4b 1 THE STATE OF TEXAS COUNTY OF DENTON JOINT ELECTION AGREEMENT AND CONTRACT FOR ELECTION SERVICES THIS CONTRACT for election services is made by and between the Denton County Elections Administrator and the following political subdivisions located entirely or partially inside the boundaries of Denton County: Insert jurisdictions This contract is made pursuant to Texas Election Code Sections 31.092 and 271.002 and Texas Education Code Section 11.0581 for a joint May 6, 2017 election to be administered by Frank Phillips, Denton County Elections Administrator, hereinafter referred to as “Elections Administrator.” RECITALS Each participating authority listed above plans to hold a general and/or special election on May 6, 2017. The County owns an electronic voting system, the Hart InterCivic eSlate/eScan Voting System (Version 6.2.1), which has been duly approved by the Secretary of State pursuant to Texas Election Code Chapter 122 as amended, and is compliant with the accessibility requirements for persons with disabilities set forth by Texas Election Code Section 61.012. The contracting political subdivisions desire to use the County’s electronic voting system and to compensate the County for such use and to share in certain other expenses connected with joint elections in accordance with the applicable provisions of Chapters 31 and 271 of the Texas Election Code, as amended. NOW THEREFORE, in consideration of the mutual covenants, agreements, and benefits to the parties, IT IS AGREED as follows: I. ADMINISTRATION The parties agree to hold a “Joint Election” with each other in accordance with Chapter 271 of the Texas Election Code and this agreement. The Denton County Elections Administrator shall coordinate, supervise, and handle all aspects of administering the Joint Election as provided in this agreement. Each participating authority agrees to pay the Denton County Elections Administrator for equipment, supplies, services, and administrative costs as provided in this agreement. The Denton County Elections Administrator shall serve as the administrator for the Joint Election; however, each participating authority shall remain responsible for the decisions and actions of its officers necessary for the lawful conduct of its election. The Elections Administrator shall provide advisory services in connection with decisions to be made and actions to be taken by the officers of each participating authority as necessary. It is understood that other political subdivisions may wish to participate in the use of the County’s electronic voting system and polling places, and it is agreed that the Elections Administrator may enter into other contracts for election services for those purposes on terms and conditions generally similar to those set forth in this contract. In such cases, costs shall be pro-rated among the participants according to Section XI of this contract. At each polling location, joint participants shall share voting equipment and supplies to the extent possible. The participating authorities shall share a mutual ballot in those polling places where jurisdictions overlap. II. LEGAL DOCUMENTS Each participating authority shall be responsible for the preparation, adoption, and publication of all required election orders, resolutions, notices, and any other pertinent documents required by the Texas Election Code and/or the participating authority’s governing body, charter, or ordinances, except that the Elections Administrator shall be responsible for the preparation and publication of all electronic voting equipment testing notices that are required by the Texas Election Code. Election orders should include language that would not necessitate amending the order if any of the Early Voting and/or Election Day polling places change. Item 4b 2 Preparation of the necessary materials for notices and the official ballot shall be the responsibility of each participating authority, including translation to languages other than English. Each participating authority shall provide a copy of their respective election orders and notices to the Denton County Elections Administrator. III. VOTING LOCATIONS The Elections Administrator shall select and arrange for the use of and payment for all Early Voting and Election Day voting locations. Voting locations will be, whenever possible, the usual voting location for each election precinct in elections conducted by each participating city, and shall be compliant with the accessibility requirements established by Election Code Section 43.034 and the Americans with Disabilities Act (ADA). All Early Voting and Election Day locations shall be located in Denton County. The proposed voting locations are listed in Attachment A of this agreement. In the event that a voting location is not available or appropriate, the Elections Administrator will arrange for the use of an alternate location. The Elections Administrator shall notify the participating authorities of any changes from the locations listed in Attachment A. If polling places for the May 6, 2017 joint election are different from the polling place(s) used by a participating authority in its most recent election, the authority agrees to post a notice no later than May 6, 2017 at the entrance to any previous polling places in the jurisdiction stating that the polling location has changed and stating the political subdivision’s polling place names and addresses in effect for the May 6, 2017 election. This notice shall be written in both the English and Spanish languages. IV. ELECTION JUDGES, CLERKS, AND OTHER ELECTION PERSONNEL Denton County shall be responsible for the appointment of the presiding judge and alternate judge for each polling location. The Elections Administrator shall make emergency appointments of election officials if necessary. Upon request by the Elections Administrator, each participating authority agrees to assist in recruiting polling place officials who are bilingual (fluent in both English and Spanish). In compliance with the Federal Voting Rights Act of 1965, as amended, each polling place containing more than 5% Hispanic population as determined by the 2010 Census shall have one or more election official who is fluent in both the English and Spanish languages. If a presiding judge is not bilingual, and is unable to appoint a bilingual clerk, the Elections Administrator may recommend a bilingual worker for the polling place. If the Elections Administrator is unable to recommend or recruit a bilingual worker, the participating authority or authorities served by that polling place shall be responsible for recruiting a bilingual worker for translation services at that polling place. The Elections Administrator shall notify all election judges of the eligibility requirements of Subchapter C of Chapter 32 of the Texas Election Code, and will take the necessary steps to insure that all election judges appointed for the Joint Election are eligible to serve. The Elections Administrator shall arrange for the training and compensation of all election judges and clerks. Election judges and clerks who attend voting equipment training and/or procedures training shall be compensated at the rate of $9 per hour. The Elections Administrator shall arrange for the date, time, and place for presiding election judges to pick up their election supplies. Each presiding election judge will be sent a letter from the Elections Administrator notifying him of his appointment, the time and location of training and distribution of election supplies, and the number of election clerks that the presiding judge may appoint. Each election judge and clerk will receive compensation at the hourly rate established by Denton County ($11 an hour for presiding judges, $10 an hour for alternate judges, and $9 an hour for clerks) pursuant to Texas Election Code Section 32.091. The election judge, or his designee, will receive an additional sum of $25.00 for picking up the election supplies prior to Election Day and for returning the supplies and equipment to the central counting station after the polls close. The Elections Administrator may employ other personnel necessary for the proper administration of the election, including such part-time help as is necessary to prepare for the election, to ensure the timely delivery of supplies during early voting and on Election Day, and for the efficient tabulation of ballots at the central counting station. Part-time personnel working as members of the Early Voting Ballot Board and/or central counting station on election night will be compensated at the hourly rate set by Denton County in accordance with Election Code Sections 87.005, 127.004, and 127.006. Item 4b 3 V. PREPARATION OF SUPPLIES AND VOTING EQUIPMENT The Elections Administrator shall arrange for all election supplies and voting equipment including, but not limited to, the County’s electronic voting system and equipment, sample ballots, voter registration lists, and all forms, signs, maps and other materials used by the election judges at the voting locations. Any additional required materials (required by the Texas Election Code) must be provided by the entity, and delivered to the Elections Office 33 days (April 3, 2017) prior to Election Day. If this deadline is not met, the materials must be delivered by the entity, to all Early Voting and Election Day locations affected, prior to voting commencing. The Elections Administrator shall ensure availability of tables and chairs at each polling place and shall procure rented tables and chairs for those polling places that do not have tables and/or chairs. The Elections Administrator shall be responsible for conducting all required testing of the electronic equipment, as required by Chapters 127 and 129 of the Texas Election Code. At each polling location, joint participants shall share voting equipment and supplies to the extent possible. The participating parties shall share a mutual ballot in those precincts where jurisdictions overlap. Multiple ballot styles shall be available in those shared polling places where jurisdictions do not overlap. The Elections Administrator shall provide the necessary voter registration information, maps, instructions, and other information needed to enable the election judges in the voting locations that have more than one ballot style to conduct a proper election. Each participating authority shall furnish the Elections Administrator a list of candidates and/or propositions showing the order and the exact manner in which the candidate names and/or proposition(s) are to appear on the official ballot (including titles and text in each language in which the authority’s ballot is to be printed). Said list must be in a W ord document, the information must be in an upper and lower case format, be in an Arial 10 point font, and contain candidate information for the purposes of verifying the pronunciation of each candidate’s name. Each participating authority shall be responsible for proofreading and approving the ballot and the audio recording of the ballot, insofar as it pertains to that authority’s candidates and/or propositions. The joint election ballots that contain ballot content for more than one joint participant because of overlapping territory shall be arranged in the following order: Independent School District, City, Water District(s), and other political subdivisions. Early Voting by Personal Appearance and voting on Election Day shall be conducted exclusively on Denton County’s eSlate electronic voting system. The Elections Administrator shall be responsible for the preparation, testing, and delivery of the voting equipment for the election as required by the Election Code. The Elections Administrator shall conduct criminal background checks on relevant employees upon hiring as required by Election Code Section 129.051(g). VI. EARLY VOTING The participating authorities agree to conduct joint early voting and to appoint the Election Administrator as the Early Voting Clerk in accordance with Sections 31.097 and 271.006 of the Texas Election Code. Each participating authority agrees to appoint the Elections Administrator’s permanent county employees as deputy early voting clerks. The participating authorities further agree that the Elections Administrator may appoint other deputy early voting clerks to assist in the conduct of early voting as necessary, and that these additional deputy early voting clerks shall be compensated at an hourly rate set by Denton County pursuant to Section 83.052 of the Texas Election Code. Deputy early voting clerks who are permanent employees of the Denton County Elections Administrator or any participating authority shall serve in that capacity without additional compensation. Early Voting by personal appearance will be held at the locations, dates, and times listed in Attachment “B” of this document. Any qualified voter of the Joint Election may vote early by personal appearance at any of the joint early voting locations. As Early Voting Clerk, the Elections Administrator shall receive applications for early voting ballots to be voted by mail in accordance with Chapters 31 and 86 of the Texas Election Code. Any requests for early voting ballots to be voted by mail received by the participating authorities shall be forwarded immediately by fax or courier to the Elections Administrator for processing. The address for the Denton County Early Voting Clerk is: Item 4b 4 Frank Phillips, Early Voting Clerk Denton County Elections PO Box 1720 Denton, TX 76202 Elections@dentoncounty.com Any requests for early voting ballots to be voted by mail, and the subsequent actual voted ballots, that are sent by a contract carrier (ie. UPS, FedEx, etc.) should be delivered to the Early Voting Clerk at the Denton County Elections Department physical address as follows: Frank Phillips, Early Voting Clerk Denton County Elections 701 Kimberly Drive, Suite A101 Denton, TX 76208 Elections@dentoncounty.com The Elections Administrator shall post on the county website each participating authority’s early voting report on a daily basis and a cumulative final early voting report following the close of early voting. In accordance with Section 87.121(g) of the Election Code, the daily reports showing the previous day’s early voting activity will be posted to the county website no later than 8:00 a.m. each business day. VII. EARLY VOTING BALLOT BOARD Denton County shall appoint an Early Voting Ballot Board (EVBB) to process early voting results from the Joint Election. The Presiding Judge, with the assistance of the Elections Administrator, shall appoint two or more additional members to constitute the EVBB. The Elections Administrator shall determine the number of EVBB members required to efficiently process the early voting ballots. The Elections Administrator shall determine whether a Signature Verification Committee is necessary, and if so, shall appoint the members. VIII. CENTRAL COUNTING STATION AND ELECTION RETURNS The Elections Administrator shall be responsible for establishing and operating the central counting station to receive and tabulate the voted ballots in accordance with the provisions of the Texas Election Code and of this agreement. The participating authorities hereby, in accordance with Sections 127.002, 127.003, and 127.005 of the Texas Election Code, appoint the following central counting station officials: Counting Station Manager: Frank Phillips, Denton County Elections Administrator Tabulation Supervisor: Kerry Martin, Deputy Denton County Elections Administrator Presiding Judge: Early Voting Ballot Board Judge Alternate Judge: Early Voting Ballot Board Alternate Judge The counting station manager or his representative shall deliver timely cumulative reports of the election results as precincts report to the central and remote counting stations and are tabulated by posting on the Elections website. The manager shall be responsible for releasing unofficial cumulative totals and precinct returns from the election to the joint participants, candidates, press, and general public by distribution of hard copies at the central counting station (if requested) and by posting to the Denton County web site. To ensure the accuracy of reported election returns, results printed on the tapes produced by Denton County’s voting equipment will not be released to the participating authorities at the remote collection sites or by phone from individual polling locations. The Elections Administrator will prepare the unofficial canvass reports after all precincts have been counted, and will deliver a copy of the unofficial canvass to each participating authority as soon as possible after all returns have been tabulated. The Elections Administrator will include the tabulation and precinct-by-precinct results that are required by Texas Election Code Section 67.004 for the participating entities to conduct their respective canvasses. Each participating Item 4b 5 authority shall be responsible for the official canvass of its respective election(s), and shall notify the Elections Administrator, or his designee, no later than three days after Election Day of the date of the canvass. The Elections Administrator shall prepare and deliver by email to each participating entity, the electronic precinct- by-precinct results reports for uploading to the Secretary of State as required by Section 67.017 of the Election Code. The Elections Administrator shall be responsible for conducting the post-election manual recount required by Section 127.201 of the Texas Election Code unless a waiver is granted by the Secretary of State. Notification and copies of the recount, if waiver is denied, will be provided to each participating authority and the Secretary of State’s Office. IX. PARTICIPATING AUTHORITIES WITH TERRITORY OUTSIDE DENTON COUNTY Each participating authority with territory containing population outside Denton County agrees that the Elections Administrator shall administer only the Denton County portion of those elections. X. RUNOFF ELECTIONS Each participating authority shall have the option of extending the terms of this agreement through its runoff election, if applicable. In the event of such runoff election, the terms of this agreement shall automatically extend unless the participating authority notifies the Elections Administrator in writing within 3 business days of the original election. Each participating authority shall reserve the right to reduce the number of early voting locations and/or Election Day voting locations in a runoff election. Each participating authority agrees to order any runoff election(s) at its meeting for canvassing the votes from the May 6, 2017 election and to conduct its drawing for ballot positions at or immediately following such meeting in order to expedite preparations for its runoff election. Each participating authority eligible to hold runoff elections agrees that the date of the runoff election, if necessary, shall be Saturday, June 10, 2017. XI. ELECTION EXPENSES AND ALLOCATION OF COSTS The participating authorities agree to share the costs of administering the Joint Election. Allocation of costs, unless specifically stated otherwise, is mutually agreed to be shared according to a formula which is based on the average cost per election day polling place (unit cost) as determined by adding together the overall expenses and dividing the expenses equally among the total number of polling places. Costs for polling places shared by more than one participating authority shall be pro-rated equally among the participants utilizing that polling place. It is agreed that charges for Election Day judges and clerks and Election Day polling place rental fees shall be directly charged to the appropriate participating authority rather than averaging those costs among all participants. If a participating authority’s election is conducted at more than one election day polling place, there shall be no charges or fees allocated to the participating authority for the cost of election day polling places in which the authority has fewer than 50% of the total registered voters served by that polling place, except that if the number of registered voters in all of the authority’s polling places is less than the 50% threshold, the participating authority shall pay a pro-rata share of the costs associated with the polling place where it has the greatest number of registered voters. Costs for Early Voting by Personal Appearance shall be allocated based upon the actual costs associated with each early voting site. Each participating authority shall be responsible for a pro-rata portion of the actual costs associated with the early voting sites located within their jurisdiction. Participating authorities that do not have a regular (non-temporary) early voting site within their jurisdiction shall pay a pro-rata portion of the nearest regular early voting site. Costs for Early Voting by mail shall be allocated according to the actual number of ballots mailed to each participating authority’s voters. Each participating authority agrees to pay the Denton County Elections Administrator an administrative fee equal to ten percent (10%) of its total billable costs in accordance with Section 31.100(d) of the Texas Election Code. Item 4b 6 The Denton County Elections Administrator shall deposit all funds payable under this contract into the appropriate fund(s) within the county treasury in accordance with Election Code Section 31.100. The Denton County Elections Administrator reserves the right to adjust the above formulas in agreement with any individual jurisdiction if the above formula results in a cost allocation that is inequitable. If any participating authority makes a special request for extra Temporary Branch Early Voting by Personal Appearance locations as provided for by the Texas Election Code, that entity agrees to pay the entire cost for that request. Participating authorities having the majority of their voters in another county, and fewer than 500 registered voters in Denton County, and that do not have an election day polling place or early voting site within their Denton County territory shall pay a flat fee of $400 for election expenses. Election expenses, including but not limited to, overtime charges for Elections Office Staff, and any unforeseen expenses needed to conduct the election, will be borne by the Participating Authority or Authorities, affected. XII. WITHDRAWAL FROM CONTRACT DUE TO CANCELLATION OF ELECTION Any participating authority may withdraw from this agreement and the Joint Election should it cancel its election in accordance with Sections 2.051 - 2.053 of the Texas Election Code. The withdrawing authority is fully liable for any expenses incurred by the Denton County Elections Administrator on behalf of the authority plus an administrative fee of ten percent (10%) of such expenses. Any monies deposited with the Elections Administrator by the withdrawing authority shall be refunded, minus the aforementioned expenses and administrative fee, if applicable. It is agreed that any of the joint election early voting sites that are not within the boundaries of one or more of the remaining participating authorities, with the exception of the early voting site located at the Denton County Elections Building, may be dropped from the joint election unless one or more of the remaining participating authorities agreed to full y fund such site(s). In the event that any early voting site is eliminated under this section, an addendum to the contract shall be provided to the remaining participants within five days after notification of all intents to withdraw have been received b y the Elections Administrator. XIII. RECORDS OF THE ELECTION The Elections Administrator is hereby appointed general custodian of the voted ballots and all records of the Joint Election as authorized by Section 271.010 of the Texas Election Code. Access to the election records shall be available to each participating authority as well as to the public in accordance with applicable provisions of the Texas Election Code and the Texas Public Information Act. The election records shall be stored at the offices of the Elections Administrator or at an alternate facility used for storage of county records. The Elections Administrator shall ensure that the records are maintained in an orderly manner so that the records are clearly identifiable and retrievable. Records of the election shall be retained and disposed of in accordance with the provisions of Section 66.058 of the Texas Election Code. If records of the election are involved in any pending election contest, investigation, litigation, or open records request, the Elections Administrator shall maintain the records until final resolution or until final judgment, whichever is applicable. It is the responsibility of each participating authority to bring to the attention of the Elections Administrator any notice of pending election contest, investigation, litigation or open records request which may be filed with the participating authority. XIV. RECOUNTS A recount may be obtained as provided by Title 13 of the Texas Election Code. By signing this document, the presiding officer of the contracting participating authority agrees that any recount shall take place at the offices of the Elections Administrator, and that the Elections Administrator shall serve as Recount Supervisor and the participating authority’s official or employee who performs the duties of a secretary under the Texas Election Code shall serve as Recount Coordinator. Item 4b 7 The Elections Administrator agrees to provide advisory services to each participating authority as necessary to conduct a proper recount. XV. MISCELLANEOUS PROVISIONS 1. It is understood that to the extent space is available, other districts and political subdivisions may wish to participate in the use of the County’s election equipment and voting places, and it is agreed that the Elections Administrator may contract with such other districts or political subdivisions for such purposes and that in such event there may be an adjustment of the pro-rata share to be paid to the County by the participating authorities. 2. The Elections Administrator shall file copies of this document with the Denton County Treasurer and the Denton County Auditor in accordance with Section 31.099 of the Texas Election Code. 3. Nothing in this contract prevents any party from taking appropriate legal action against any other party and/or other election personnel for a breach of this contract or a violation of the Texas Election Code. 4. This agreement shall be construed under and in accord with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Denton County, Texas. 5. In the event that one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision hereof and this agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. 6. All parties shall comply with all applicable laws, ordinances, and codes of the State of Texas, all local governments, and any other entities with local jurisdiction. 7. The waiver by any party of a breach of any provision of this agreement shall not operate as or be construed as a waiver of any subsequent breach. 8. Any amendments of this agreement shall be of no effect unless in writing and signed by all parties hereto. 9. Failure for a participating authority to meet the deadlines as outlined in this contract or on the calendar (Attachment C) may result in additional charges, including but not limited to, overtime charges, etc. XVI. COST ESTIMATES AND DEPOSIT OF FUNDS The total estimated obligation for each participating authority under the terms of this agreement is listed below. The exact amount of each participating authority’s obligation under the terms of this agreement shall be calculated after the May 6, 2017 election (or runoff election, if applicable). The participating authority’s obligation shall be paid to Denton County within 30 days after the receipt of the final invoice from the Denton County Elections Administrator. The total estimated obligation for each participating authority under the terms of this agreement shall be provided within 45 days after the last deadline for ordering an election. Estimated Political Subdivision Cost Item 4b 8 XVII. SIGNATURE PAGE (separate page) Revised 1.12.2017 (9:40 a.m.) Item 4b XVII. JOINT CONTRACT ACCEPTANCE AND APPROVAL IN TESTIMONY HEREOF, this agreement has been executed on behalf of the parties hereto as follows, to-wit: (1) It has on the _____ day of ___________, 2017 been executed by the Denton County Elections Administrator pursuant to the Texas Election Code so authorizing; (2) It has on the ______ day of ___________, 2017 been executed on behalf of the Town of Prosper pursuant to an action of the Town Council so authorizing; ACCEPTED AND AGREED TO BY DENTON COUNTY ELECTIONS ADMINISTRATOR: APPROVED: ___________________________________________ Frank Phillips, CERA ACCEPTED AND AGREED TO BY THE TOWN OF PROSPER: APPROVED: ATTESTED: _____________________________________________ _______________________________________ HARLAN JEFFERSON, TOWN MANAGER ROBYN BATTLE, TOWN SECRETARY Item 4b 2017 Town of Prosper General Election Calendar January 18 First day candidates may file an application for a place on the ballot. February 17 Last day candidates may file an application for a place on the ballot. (Must be received by 5:00 p.m.) February 21 Town Secretary conducts drawing for order of names on ballot at 8:15 a.m. in the Town Secretary’s Office. February 24 Last day for a candidate to withdraw application for a place on the ballot. (Must be received in writing by 5:00 p.m.) April 6 Last day to register to vote in the May 6, 2017, General Election. April 6 Due date for filing first report of campaign contributions and expenditures. April 24 First day to vote early by personal appearance. April 28 Due date for filing second report of campaign contributions and expenditures. May 2 Last day to vote early by personal appearance. May 6 ELECTION DAY May 9-17 Period for official canvass of election returns by Town Council. July 17 Last day for timely filing of final or semi-annual report of campaign contributions and expenditures. (by 5:00 p.m.) Page 1 of 2 To: Mayor and Town Council From: Robyn Battle, Town Secretary Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Consider and act upon an ordinance ordering a Special Election on proposed amendments to the Home Rule Charter of the Town of Prosper, Texas, to be held on May 6, 2017. Description of Agenda Item: The Town of Prosper Charter requires the Town Council to appoint a Charter Review Commission at least once every 10 years. State law provides that Home Rule Charters may not be amended more than once every two years. The last election to amend the Town of Prosper Home Rule Charter was held on May 14, 2011. The Town Council appointed a Charter Review Commission on June 14, 2016, for the purpose of reviewing the Charter in its entirety, and recommending amendments. The Commission held five meetings from June-August of 2016, and reviewed the Town Charter in its entirety. Comments were solicited on each section of the Charter from the Town Council, Town staff, and the Town Attorney prior to discussion. The Town Attorney condensed the Commission’s recommended changes into 10 Propositions, which were approved unanimously by the Charter Review Commission on August 24, 2016. The Charter Review Commission’s recommendations were submitted to the Town Council for approval on September 27, 2016. The Town Council accepted the Commission’s recommendations as proposed. The proposed ordinance orders a Special Election to be held on May 6, 2017, for the purpose of submitting to the qualified voters of the Town of Prosper, for their approval or disapproval, the ten proposed amendments to the Home Rule Charter of the Town of Prosper. The Special Election will be held in conjunction with the Town of Prosper General Election for Town Council Place 3 and Place 5. Also included for reference is a redline version of the Charter indicating the proposed amendments to the Charter, and a memo from the Town Attorney explaining the legal issues associated with each proposition. Budgetary Impact: The total cost for joint election services for the Special Election on proposed amendments to the Charter, and the Town of Prosper General Election for Town Council Place 3 and Place 5, is approximately $7,400. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., prepared the attached ordinance. Prosper is a place where everyone matters. TOWN SECRETARY’S OFFICE Item 4c Page 2 of 2 Attached Documents: 1. Ordinance 2. Proposed Charter with Amendments 3. Redline Version of Charter 4. Memo from Town Attorney Town Staff Recommendation: Town staff recommends the Town Council adopt an ordinance ordering a Special Election on proposed amendments to the Home Rule Charter of the Town of Prosper, Texas, to be held on May 6, 2017. Proposed Motion: I move to adopt an ordinance ordering a Special Election on proposed amendments to the Home Rule Charter of the Town of Prosper, Texas, to be held on May 6, 2017. Item 4c TOWN OF PROSPER, TEXAS ORDINANCE NO. 17-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ORDERING A SPECIAL ELECTION TO BE HELD ON SATURDAY, MAY 6, 2017, FOR THE PURPOSE OF VOTING “YES” OR “NO” ON TEN (10) PROPOSED TOWN CHARTER AMENDMENTS; PROVIDING FOR THE APPOINTMENT OF ELECTION OFFICERS; PROVIDING FOR THE DESIGNATION OF THE PLACES AND MANNER OF HOLDING SAID ELECTION; PROVIDING FOR THE DESIGNATION OF THE EARLY VOTING POLLING PLACES; PROVIDING FOR THE DESIGNATION OF THE EARLY VOTING CLERK; PROVIDING FOR THE POSTING AND PUBLICATION OF NOTICE; PROVIDING A SEVERABILITY AND CONFLICTS CLAUSE; AND PROVIDING FOR AN IMMEDIATE EFFECTIVE DATE. ORDENANZA DEL AYUNTAMIENTO DE LA CIUDAD DE PROSPER, TEXAS, EN LA CUAL SE SOLICITA QUE SE LLEVE A CABO UNA ELECCIÓN ESPECIAL EL DÍA SÁBADO, 6 DE MAYO DE 2017, CON EL PROPÓSITO DE VOTAR “SÍ” O “NO” A DIEZ (10) ENMIENDAS QUE SE PROPONEN PARA LA CARTA PUEBLA; PARA ESTABLECER EL NOMBRAMIENTO DE LOS OFICIALES DE ELECCIONES; PARA ESTIPULAR LA DESIGNACIÓN DE LAS SEDES Y LA FORMA EN LA QUE SE LLEVARÁ A CABO DICHA ELECCIÓN; PARA ESTABLECER LA DESIGNACIÓN DE LAS SEDES DE VOTACIÓN ANTICIPADA; PARA ESTIPULAR LA DESIGNACIÓN DEL SECRETARIO DE VOTACIÓN ANTICIPADA; PARA PROPORCIONAR LA PUBLICACIÓN Y DIFUSIÓN DEL ANUNCIO; PARA PROPORCIONAR UNA CLÁUSULA DE SEPARACIÓN Y CONFLICTOS Y PARA ESTABLECER UNA FECHA INMEDIATA Y DE ENTRADA EN VIGOR. WHEREAS, Section 41.001 of the Texas Election Code, as amended, establishes Saturday, May 6, 2017, as a “uniform election date” for the purposes of conducting an election within the Town of Prosper, Texas (“Town”); and CONSIDERANDO QUE, la sección 41.001 del Código Electoral de Texas (Texas Election Code), en su forma enmendada, establece que el sábado, 6 de mayo de 2017 es una “fecha de elección uniforme” a efectos de llevar a cabo una elección dentro de la Ciudad de Prosper, Texas (“Ciudad”); WHEREAS, the Town Council of the Town of Prosper, Texas (“Town Council”), has determined to submit to the qualified voters of the Town, in a special election, propositions for the adoption or rejection of certain proposed amendments to the existing Charter of the Town of Prosper, Texas (“Town Charter”), pursuant to Section 9.004(a) of the Texas Local Government Code; and CONSIDERANDO QUE, el Ayuntamiento de la Ciudad de Prosper, Texas (“Ayuntamiento de la Ciudad”) ha determinado presentar a los votantes calificados de la ciudad, en una elección especial, algunas propuestas para la aprobación o el rechazo de ciertas enmiendas que se proponen realizar a la Carta Puebla existente de la Ciudad de Prosper, Texas (“Carta Puebla”), conforme a la sección 9.004(a) del Código del Gobierno Local de Texas (Texas Local Government Code); y Item 4c Ordinance No. 17-__, Page 2 WHEREAS, the Town has entered into a Joint Election Agreement and Contract for Election Services (“Election Services Agreement”) with the Denton County Elections Administrator and the Collin County Elections Administrator (collectively, “Elections Administrator”) for conducting the special election within the Town, which Election Services Agreement provides, among other things, that the Elections Administrator will conduct the special election for the Town; will appoint election judges, clerks, and other election personnel; will provide voting supplies and equipment; will conduct early voting; will count and provide election returns; and will designate early voting polling sites and Election Day voting sites for the Town. CONSIDERANDO QUE, la ciudad ha celebrado un Acuerdo y un Contrato de Elección Conjunta para los Servicios Electorales (“Acuerdo de Servicios Electorales”) con el Departamento de Elecciones del Condado de Denton y el Administrador Electoral del Condado de Collin (nombrados colectivamente como “Administradores Electorales”) para llevar a cabo la elección especial dentro de la ciudad, cuyo Acuerdo de Servicios Electorales establece, entre otras cosas, que los Administradores Electorales dirigirán la elección especial de la ciudad, nombrarán a los jueces, secretarios y demás personal electoral, proporcionarán suministros y equipos electorales, dirigirán la votación anticipada, contarán y proveerán los resultados de las elecciones y designarán las sedes de votación anticipada y las sedes de votación del Día de Elecciones de la ciudad. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: AHORA, POR LO TANTO, SEA ORDENADO POR EL AYUNTAMIENTO DE LA CIUDAD DE PROSPER, TEXAS, QUE: SECTION 1 All of the above premises are hereby found to be true and correct factual and legislative determinations of the Town of Prosper and are hereby approved and incorporated into the body of this Ordinance as if copied in their entirety. Todas las premisas mencionadas anteriormente son, por medio de la presente, consideradas verdaderas, correctas y factuales y las determinaciones legislativas de la Ciudad de Prosper son, por medio de la presente, aprobadas e incorporadas en el cuerpo de esta Ordenanza como copias exactas. SECTION 2 A special election of the Town shall be held on Saturday, May 6, 2017, between the hours of 7:00 a.m. and 7:00 p.m., at those Election Day voting sites as determined by the Elections Administrator, for the purpose of considering ten (10) ballot propositions for Town Charter amendments. Se deberá llevar a cabo una elección especial en la ciudad el día sábado, 6 de mayo de 2017, entre las 7:00 a.m. y 7:00 p.m., en aquellas sedes de votación que los Administradores Electorales determinen para el Día de las Elecciones, con el propósito de considerar diez (10) propuestas de enmiendas a la Carta Puebla. Item 4c Ordinance No. 17-__, Page 3 SECTION 3 At said election, the following amendments to the Town Charter shall be submitted to the resident, qualified voters of the Town of Prosper: En dicha elección, las siguientes enmiendas a la Carta Puebla deberán ser entregadas a los votantes calificados que residan en la Ciudad de Prosper. PROPOSITION NO. 1 “Shall the Town Charter be amended throughout to correct non-substantive errors such as misspellings, punctuation, grammar and sentence structure; provide non-substantive clarifications and include better descriptive language of the matters addressed in the Charter; conform notice, publication and election requirements to state law; and revise references to repealed or obsolete provisions of the Town Charter, state or federal law?” “¿Se deberá enmendar la Carta Puebla en profundidad para corregir errores no sustanciales como errores ortográficos, puntuación, gramática y estructura oracional; proporcionar aclaraciones no sustanciales e incluir un lenguaje descriptivo más adecuado sobre los asuntos tratados en la Carta; cumplir los requisitos de notificación, publicación y elección ante la ley del estado y revisar las referencias de provisiones revocadas u obsoletas de la Carta Puebla o de la ley federal o estatal?” PROPOSITION NO. 2 Shall Section 3.02 of the Town Charter, entitled “Limitations on Terms,” be repealed in its entirety? ¿Se deberá revocar la sección 3.02 de la Carta Puebla, titulada “Límites a las Condiciones” (“Limitations on Terms,”) en su totalidad? PROPOSITION NO. 3 Shall Section 3.04 of the Town Charter be amended to read as follows: “SECTION 3.04 Compensation The Town Council shall be entitled to reimbursement for actual reasonable expenses incurred in the performance of official duties.” Se deberá enmendar la sección 3.04 de la Carta Puebla de la siguiente forma: “SECCIÓN 3.04 Compensación El Ayuntamiento deberá tener derecho a recibir reembolsos por los gastos reales y razonables que se incurran en la ejecución de funciones oficiales”. PROPOSITION NO. 4 Shall Section 3.06 of the Town Charter be amended to read as follows: Item 4c Ordinance No. 17-__, Page 4 “SECTION 3.06 Vacancies, Forfeiture and Filling of Vacancies (1) The office of a Council Member or the Mayor shall become vacant upon his or her death, resignation, forfeiture of, or removal from office by any manner authorized by law. (2) If any member of the Town Council is absent from three (3) consecutive regular meetings, or twenty-five percent (25%) of regularly scheduled meetings during the twelve-month (12- month) period immediately preceding and including the absence in question, without explanation acceptable to a majority of the remaining members of the Town Council, his or her office shall be declared vacant at the next regular meeting of the Town Council by resolution. (3) Any person on the Town Council who ceases to possess the required qualifications for office or who is convicted of a felony or of a misdemeanor involving moral turpitude or is convicted of violating any state laws regulating conflicts of interest of municipal officers shall forfeit his or her office. Every forfeiture shall be declared and enforced by the Town Council. (4) A vacancy on the Town Council shall be filled by election in accordance with the Texas Constitution; however, a vacancy may be filled by appointment if the vacancy is created in an unexpired term having twelve (12) months or less remaining thereupon. The Mayor or Council Member thus elected or appointed shall serve for the unexpired portion of the term of the vacated position.” Se deberá enmendar la sección 3.06 de la Carta Puebla para que establezca lo siguiente: “SECCCIÓN 3.06 Vacantes, incumplimiento y cobertura de vacantes (1) El cargo de un miembro del Ayuntamiento o del Alcalde deberá volver a estar vacante tras su fallecimiento, renuncia, incumplimiento o destitución del cargo de cualquier forma que la ley autorice. (2) En caso de que algún miembro del Ayuntamiento se ausente por tres (3) reuniones regulares consecutivas, o durante el veinticinco por ciento (25%) de las reuniones regulares organizadas durante el período de doce meses (12 meses) inmediatamente precedentes e incluyendo la ausencia en cuestión, sin explicación aceptable a una mayoría de los miembros restantes del Ayuntamiento, se deberá declarar su cargo como vacante en la siguiente reunión regular del Ayuntamiento de la Ciudad por medio de una resolución. (3) Cualquier persona en el Ayuntamiento de la Ciudad que deje de poseer las calificaciones requeridas para el cargo o que sea condenado por un delito grave o por un delito menor que involucre vileza moral o que sea condenado por violar cualquier ley del estado que regule conflictos de intereses de oficiales municipales, perderá su cargo. El Ayuntamiento de la Ciudad debe declarar e imponer cada incumplimiento. (4) Se debe cubrir una vacante del Ayuntamiento de la Ciudad a través de una elección, de conformidad con la Constitución de Texas. Sin embargo, se puede cubrir una vacante a través de un nombramiento si la vacante se crea en un término vigente al cual todavía le correspondan doce (12) meses o menos. El Alcalde o miembro del Ayuntamiento de la Ciudad elegido o nombrado deberá servir durante el período vigente del cargo vacante.” PROPOSITION NO. 5 Shall Section 3.12 and Section 9.03 of the Town Charter be amended to read as follows: Item 4c Ordinance No. 17-__, Page 5 “SECTION 3.12 Abstention Should any person on the Town Council choose to abstain from voting on any question before the Town Council, where no conflict of interest exists, the person’s vote shall be recorded as an abstention in the official minutes of the meeting.” “SECTION 9.03 Procedure (1) All rules and regulations adopted by the Commission shall be forwarded in writing to the Town Manager who shall submit them to the Town Council with the Town Manager’s recommendations. The Town Council may amend, adopt or reject any such rules or regulations. If any rules or regulations should be rejected, the Commission may modify them and submit such modified rules and recommendations to the Town Council. (2) Should any person on the Commission have a conflict of interest, pursuant to any state laws and/or Town ordinances regulating conflicts of interest of municipal officers, with an agenda item then before the Commission, he or she shall openly declare same before discussion proceeds, and he or she is thereby prohibited from discussing the item or voting on the question, and is not considered as present and voting for the purposes of the tally. (3) Should any person on the Commission choose to abstain from voting on any question before the Commission, where no conflict of interest exists, the person’s vote shall be recorded as an abstention in the official minutes of the meeting.” Se deberá enmendar la sección 3.12 y la sección 9.03 de la Carta Puebla para que estipule lo siguiente: “SECCIÓN 3.12 Abstención Si alguna persona en el Ayuntamiento de la Ciudad elige abstenerse de votar sobre cualquier asunto ante el Ayuntamiento de la Ciudad, donde no exista conflicto de intereses, el voto de la persona deberá ser registrado como una abstención en las minutas oficiales de la reunión”. “SECCIÓN 9.03 Procedimiento (1) Todas las reglas y regulaciones adoptadas por la Comisión deberán ser enviadas por escrito al Administrador de la Ciudad, quien deberá presentarlas ante el Ayuntamiento de la Ciudad con las recomendaciones del Administrador de la Ciudad. El Ayuntamiento de la Ciudad puede enmendar, adoptar o rechazar cualesquiera reglas o regulaciones. Si cualesquiera reglas o regulaciones son rechazadas, la Comisión puede modificarlas y presentar dichas reglas y recomendaciones modificadas ante el Ayuntamiento de la Ciudad. (2) Si alguna persona en la Comisión tiene un conflicto de intereses, de conformidad con cualesquiera leyes de estado u ordenanzas de la ciudad que regulen conflictos de intereses de oficiales municipales, con un ítem de agenda ante la Comisión, él o ella deberá declararlo abiertamente antes de que se proceda la discusión y él o ella tiene prohibido, por lo tanto, discutir el ítem o votar sobre el asunto y no se le considera presente ni votante a efectos del conteo. (3) Si alguna persona de la Comisión elige abstenerse de votar sobre cualquier asunto ante la Comisión, donde no exista conflicto de intereses, el voto de la persona deberá ser registrado como una abstención en las minutas oficiales de la reunión”. Item 4c Ordinance No. 17-__, Page 6 PROPOSITION NO. 6 Shall Section 5.02 of the Town Charter be amended to read as follows: “SECTION 5.02 Filing for Office (1) Candidates for elective Town offices shall file for office in accordance with the Texas Election Code. (2) Candidates for elective Town offices shall meet the following qualifications: (A) Shall be at least eighteen (18) years of age at the time of the election for which they are filing; (B) Shall meet all requirements to be a qualified voter set forth in the Texas Election Code, and shall have been a registered voter in the Town of Prosper for at least twelve (12) months immediately preceding the filing date; (C) Shall have resided within the corporate limits of the Town for at least twelve (12) months immediately preceding the filing date; (D) No candidate may file in a single election for more than one (1) office or position as provided by this Charter; (E) The office of an incumbent elected Town official shall become vacant when the person holding such office files an application to have his or her name placed on an official ballot as a candidate for any elective public office other than the one such person holds, unless otherwise prohibited by law; and (F) Shall comply with all other Town ordinances or resolutions that may be applicable. (3) If a member of any board or commission appointed by the Town Council shall announce candidacy or becomes a candidate for election to the Town Council, he shall immediately forfeit the board or commission position with the Town.” Se deberá enmendar la sección 5.02 de la Carta Puebla para que indique lo siguiente: “SECCIÓN 5.02 Postulación para cargos (1) Los candidatos a oficios electivos de la ciudad deberán postularse para los oficios de acuerdo con el Código Electoral de Texas. (2) Los candidatos a oficios electivos de la ciudad deberán cumplir las siguientes calificaciones: (A) Deben tener al menos dieciocho (18) años de edad al momento de la elección a la cual se postulan; (B) Deben cumplir todos los requisitos para ser votantes calificados, de acuerdo con el Código Electoral de Texas y deben haber sido votantes registrados en la Ciudad de Prosper por, al menos, los doce (12) meses inmediatamente precedentes a la fecha de postulación; (C) Deben haber residido dentro de los límites corporativos de la ciudad durante al menos los doce (12) meses inmediatamente precedentes a la fecha de postulación; (D) Ningún candidato puede postularse a más de un (1) cargo o función en una misma elección, como lo indica esta Carta; (E) El cargo de un oficial titular elegido de la ciudad deberá estar vacante cuando la persona que ocupa dicho cargo presenta una solicitud para tener su nombre en una boleta oficial como candidato para cualesquiera funciones electivas públicas que no sean la que la persona desempeña, a menos que la ley lo prohíba; y Item 4c Ordinance No. 17-__, Page 7 (F) Deben cumplir con todas las demás ordenanzas o resoluciones de la ciudad que puedan ser aplicables. (3) Si un miembro de cualquier junta o comisión nombrado por el Ayuntamiento de la Ciudad anunciara una candidatura o se convirtiera en un candidato de elección al Ayuntamiento de la Ciudad, automáticamente perdería el puesto en el Ayuntamiento o comisión de la ciudad”. PROPOSITION NO. 7 Shall a Section 5.05 of the Town Charter be amended to read as follows: “SECTION 5.05 Taking of Office (1) Each newly elected person to the Town Council shall be sworn into office at the next meeting following the declaration of the results of the election. (2) At such meeting the oath shall be in accordance with the Town Charter.” Se deberá enmendar la sección 5.05 de la Carta Puebla para que indique lo siguiente: “SECCIÓN 5.05 Toma del cargo (1) Cada persona recientemente elegida para el Ayuntamiento de la Ciudad deberá ser juramentada en su cargo, durante la reunión que suceda la declaración de los resultados de la elección. (2) En dicha reunión, el juramento debe estar en consonancia con la Carta Puebla”. PROPOSITION NO. 8 Shall Section 7.06 of the Town Charter be amended to read as follows: “SECTION 7.06 Proceeding on Adoption of Budget After public hearing, the Town Council shall analyze the budget, making any additions or deletions which they feel appropriate, and shall, prior to the beginning of the next fiscal year, adopt the budget by the affirmative vote of a majority of the full membership of the Town Council. Should the Town Council take no final action on or prior to such day, the current budget shall be in force on a month-to-month basis until a new budget is adopted.” Se deberá enmendar la sección 7.06 de la Carta Puebla para que indique lo siguiente: “SECCIÓN 7.06 Procedimiento para la adopción de presupuesto Luego de una audiencia pública, el Ayuntamiento de la Ciudad deberá analizar el presupuesto, deberá realizar cualesquiera adiciones o supresiones que crea apropiadas y deberá, antes del inicio del siguiente año fiscal, adoptar el presupuesto establecido por voto afirmativo de una mayoría de los miembros completos del Ayuntamiento de la Ciudad. Si el Ayuntamiento de la Ciudad no toma una acción final en o antes de dicho día, el presupuesto actual deberá estar vigente con una frecuencia de cada mes hasta que se adopte un nuevo presupuesto”. Item 4c Ordinance No. 17-__, Page 8 PROPOSITION NO. 9 Shall Section 8.01 of the Town Charter be amended to read as follows: “SECTION 8.01 Authority, Composition and Procedures (1) The Town Council shall create, establish or appoint, as may be required by the laws of the State of Texas or this Charter, or deemed desirable by the Town Council, such boards, commissions and committees as it deems necessary to carry out the functions and obligations of the Town. The Town Council shall, by ordinance or resolution, prescribe the purpose, composition, function, duties, accountability and tenure of each board, commission and committee where such are not prescribed by law or this Charter. (2) Individuals who are residents of the Town or its extraterritorial jurisdiction may be appointed by the Town Council to serve on one (1) or more boards, commissions or committees. Notwithstanding, each member of the Planning & Zoning Commission must be a qualified Town voter as required by Section 9.01. Such appointees shall serve at the pleasure of the Town Council and may be removed at the discretion of the Town Council. Except as otherwise provided in this Charter, members of any such board, commission or committee shall serve without compensation but may be reimbursed for actual reasonable expenses incurred in the performance of official duties. (3) All boards, commissions or committees of the Town shall keep and maintain minutes of any proceedings held. (4) No officer or employee of the Town nor any person who holds a compensated appointive position with the Town shall be a member of any board, commission or committee created or established by this Charter other than in an advisory and/or ex officio capacity. (5) Any member of a board, commission or committee who is absent from three (3) consecutive regular meetings, or twenty-five percent (25%) of regularly scheduled meetings during the twelve-month (12-month) period immediately preceding and including the absence in question, without explanation acceptable to a majority of the other members, shall forfeit his or her position on the board, commission, or committee.” Se deberá enmendar la sección 8.01 de la Carta Puebla para que indique lo siguiente: “SECCIÓN 8.01 Autoridad, composición y procedimientos (1) El Ayuntamiento de la Ciudad deberá crear, establecer o nombrar, como las leyes del Estado de Texas o esta Carta puedan requerir, o como el Ayuntamiento de la Ciudad considere oportuno, tantas juntas, comisiones y comités como el Ayuntamiento de la Ciudad lo considere necesario para llevar a cabo las funciones y obligaciones de la ciudad. El Ayuntamiento deberá, por ordenanza o resolución, dictar el propósito, composición, función, deberes, responsabilidad y permanencia de cada junta, comisiones y comités donde la ley o esta Carta no lo hayan dictado. (2) Los individuos que sean residentes de la ciudad o de su jurisdicción extraterritorial pueden ser nombrados por el Ayuntamiento de la Ciudad para servir en una (1) o más juntas, comisiones o comités. No obstante, cada miembro de la Comisión de Planificación y Zonificación debe ser un votante calificado de la ciudad como se requiere en la sección 9.01. Cada designado deberá desempeñarse sujeto a las directivas del Ayuntamiento de la Ciudad y puede ser removido de acuerdo con el criterio del Ayuntamiento de la Ciudad. Salvo que esta Carta lo estipule de otra forma, los miembros de dichas juntas, comisiones y comités deberán servir sin compensación pero se les podría reembolsar por gastos reales y razonables incurridos durante su actuación en funciones oficiales. Item 4c Ordinance No. 17-__, Page 9 (3) Todas las juntas, comisiones o comités de la ciudad deberán guardar y mantener minutas de cualesquiera procesos que se lleven a cabo. (4) Ningún oficial o empleado de la ciudad, ni ninguna persona que tenga un puesto designado y remunerado con la ciudad deberá ser miembro de ninguna junta, comisión o comité creado o establecido por esta Carta, salvo en calidad de asesor o de oficio. (5) Cualquier miembro de la junta, comisión o comité que se ausente por tres (3) reuniones regulares consecutivas o durante el veinticinco por ciento (25%) de las reuniones regulares organizadas durante el período de doce meses (12 meses) inmediatamente precedentes e incluyendo la ausencia en cuestión, sin explicación aceptable a una mayoría de los miembros restantes, perderá su posición en la junta, comisión o comité”. PROPOSITION NO. 10 Shall Section 9.05 of the Town Charter, entitled “Board of Adjustment,” be repealed in its entirety? ¿Se deberá revocar la sección 9.05 de la Carta Puebla, titulada “Junta de ajustes” (“Board of Adjustment”), en su totalidad? SECTION 4 Voting on the date of the election, and early voting therefor, shall be by the use of a lawfully approved voting system. The preparation of the voting equipment to be used in connection with such voting system and the official ballots for the election shall conform to the Texas Election Code, as amended, so as to permit the electors of the Town of Prosper to vote “Yes” or “No” for the ten (10) Town Charter propositions. Said ballots shall have printed therein such provisions, markings, and language as may be required by law, and in substantially the following form and language: SPECIAL ELECTION Town of Prosper, Texas May 6, 2017 OFFICIAL BALLOT Town Charter Amendment Propositions PROPOSITION NO. 1 Shall the Town Charter be amended throughout to correct non-substantive errors such as misspellings, punctuation, grammar and sentence structure; provide non- substantive clarifications and include better descriptive language of the matters addressed in the Charter; conform notice, publication and election requirements to state law; and revise references to repealed or obsolete provisions of the Town Charter, state or federal law? YES NO Item 4c Ordinance No. 17-__, Page 10 PROPOSITION NO. 2 Shall Section 3.02 of the Town Charter, entitled “Limitations on Terms,” be repealed? YES NO PROPOSITION NO. 3 Shall Section 3.04 of the Town Charter, entitled “Compensation,” be amended to provide that Town Councilmembers shall be entitled to reimbursement for actual reasonable expenses incurred in the performance of official duties for the Town? YES NO PROPOSITION NO. 4 Shall Section 3.06 of the Town Charter, entitled “Vacancies, Forfeiture and Filling of Vacancies,” be amended to provide that vacancies on the Town Council shall be filled by election; however, if there is a vacancy on Town Council for a position with twelve (12) or fewer months remaining in the term, the Town Council may fill the vacancy by appointment? YES NO PROPOSITION NO. 5 Shall Section 3.12 of the Town Charter, entitled “Abstention,” and Section 9.03 of the Town Charter, entitled “Procedure,” be amended to provide that any abstention from voting by a Town Councilmember or Planning and Zoning Commissioner, respectively, should be recorded in the official minutes of the meeting as an abstention? YES NO PROPOSITION NO. 6 Shall Section 5.02 of the Town Charter, entitled “Filing for Office,” be amended to provide that (A) only registered voters for at least twelve (12) months immediately preceding the filing date may file to become a candidate for Town Council; (B) only Town residents who have resided within the Town for at least twelve (12) months immediately preceding the filing date may file to become a candidate for Town Council; and (C) if any board or commission member appointed by the Town Council becomes a candidate for election to the Town Council, he immediately shall forfeit the board or commission position with the Town? YES NO Item 4c Ordinance No. 17-__, Page 11 PROPOSITION NO. 7 Shall Section 5.05 of the Town Charter, entitled “Taking of Office,” be amended to provide that new Town Councilmembers shall be sworn into office at the next meeting following the declaration of the results of the election? YES NO PROPOSITION NO. 8 Shall Section 7.06 of the Town Charter, entitled “Proceeding on Adoption of Budget,” be amended to provide that the Town budget shall be adopted prior to the beginning of the next fiscal year? YES NO PROPOSITION NO. 9 Shall Section 8.01 of the Town Charter, entitled “Authority, Composition and Procedures,” be amended to provide that (A) board and commission members may be reimbursed for actual reasonable expenses incurred in the performance of official duties; and (B) all board and commission meeting minutes shall be kept by the Town and that written reports are not required to be submitted to the Town Council within three (3) weeks? YES NO PROPOSITION NO. 10 Shall Section 9.05 of the Town Charter, entitled “Board of Adjustment,” be repealed? YES NO Votar en la fecha de la elección y por ende, votar en la elección anticipada, deberá llevarse a cabo mediante el uso de un sistema de votación aprobado por la ley. La preparación del equipo de votación a utilizarse en conexión con dicho sistema de votación y las boletas oficiales para la elección deberán ajustarse al Código Electoral de Texas, en su forma enmendada, para permitir que los electores de la Ciudad de Prosper voten “Sí” o “No” sobre las diez (10) propuestas de la Carta Puebla. Dichas boletas deberán tener impresas en ellas tantas disposiciones, marcas y lenguaje como lo requiera la ley, y básicamente de la siguiente forma y lenguaje: Item 4c Ordinance No. 17-__, Page 12 ELECCIÓN ESPECIAL Ciudad de Prosper, Texas 6 de mayo de 2017 BOLETA OFICIAL Propuestas de enmienda de la Carta Puebla PROPUESTA NRO. 1 ¿Se deberá enmendar la Carta Puebla en profundidad para corregir errores no sustanciales como errores ortográficos, puntuación, gramática y estructura oracional; proporcionar aclaraciones no sustanciales e incluir un lenguaje descriptivo más adecuado sobre los asuntos tratados en la Carta; cumplir los requisitos de notificación, publicación y elección ante la ley del estado y revisar las referencias de provisiones revocadas u obsoletas de la Carta Puebla o de la ley federal o estatal?” SÍ NO PROPUESTA NRO. 2 ¿Se deberá revocar la sección 3.02 de la Carta Puebla, titulada “Límites a las Condiciones” (“Limitations on Terms,”) en su totalidad? SÍ NO PROPUESTA NRO. 3 ¿Se deberá enmendar la sección 3.04 de la Carta Puebla, titulada “Compensación”, para estipular que los miembros del Ayuntamiento de la Ciudad deberán tener derecho a recibir reembolsos por los gastos reales y razonables que se incurran en la ejecución de las funciones oficiales para la ciudad? SÍ NO PROPUESTA NRO. 4 ¿Se deberá enmendar la sección 3.06 de la Carta Puebla, titulada “Vacantes, incumplimiento y cobertura de vacantes” para estipular que las vacantes del Ayuntamiento de la Ciudad deban cubrirse a través de una elección. Sin embargo, si hay una vacante en el Ayuntamiento de la Ciudad de un puesto que tenga doce (12) o menos meses de vigencia, el Ayuntamiento de la Ciudad podría cubrir la vacante a través de un nombramiento? SÍ NO Item 4c Ordinance No. 17-__, Page 13 PROPUESTA NRO. 5 ¿Se deberá enmendar la sección 3.12 de la Carta Puebla, titulada “Abstención”, y la sección 9.03 de la Carta Puebla, titulada “Procedimiento”, para estipular que cualquier abstención al voto por parte de algún miembro del Ayuntamiento o comisionado de Planificación y Zonificación, respectivamente, deberá ser registrado en las minutas oficiales de la reunión como una abstención? SÍ NO PROPUESTA NRO. 6 ¿Se deberá enmendar la sección 5.02 de la Carta Puebla, titulada “Postulación para cargos”, para estipular que (A) solo los votantes registrados durante al menos los doce (12) meses inmediatamente precedentes a la fecha de postulación pueden presentarse para convertirse en candidatos del Ayuntamiento de la Ciudad; (B) solo los residentes de la ciudad que hayan residido dentro de la ciudad durante al menos los doce (12) meses inmediatamente precedentes a la fecha de postulación pueden presentarse para convertirse en candidatos del Ayuntamiento de la Ciudad y (C) si cualquier miembro de la junta o comisión designado por el Ayuntamiento de la Ciudad se convierte en candidato para la elección del Ayuntamiento de la Ciudad, el mismo deberá inmediatamente perder su puesto en la junta o comisión de la ciudad? SÍ NO PROPUESTA NRO. 7 ¿Se deberá enmendar la sección 5.05 de la Carta Puebla, titulada “Toma de cargos” para estipular que los miembros nuevos del Ayuntamiento deberán ser juramentados en sus cargos en la reunión que suceda la declaración de los resultados de la elección? SÍ NO PROPUESTA NRO. 8 ¿Se deberá enmendar la sección 7.06 de la Carta Puebla, titulada “Procedimiento para la adopción de presupuesto”, para estipular que el presupuesto de la ciudad deberá ser adoptado antes del inicio del nuevo año fiscal? SÍ NO PROPUESTA NRO. 9 ¿Se deberá enmendar la sección 8.01 de la Carta Puebla, titulada “Autoridad, composición y procedimientos”, para estipular que (A) los miembros de la junta y Item 4c Ordinance No. 17-__, Page 14 de la comisión podrían recibir reembolso por gastos reales razonables incurridos en la actuación de sus funciones oficiales y (B) la ciudad deberá guardar todas las minutas de las reuniones de la junta o comisión y que no se requiere presentar informes escritos ante el Ayuntamiento de la Ciudad cada tres (3) semanas? SÍ NO PROPUESTA NRO. 10 ¿Se deberá revocar la sección 9.05 de la Carta Puebla, titulada “Junta de ajustes”? YES NO SECTION 5 All election precincts, early voting polling sites and Election Day polling sites shall be determined by the Elections Administrator pursuant to the Election Services Agreement. Los Administradores Electorales deberán determinar todos los recintos electorales, las sedes de votación anticipada y las sedes de votación del Día de las Elecciones, de conformidad con el Acuerdo de Servicios Electorales. SECTION 6 All election officials, including the Early Voting Clerk, shall be the officials appointed to such positions by Collin County and Denton County and to the extent required by law, are hereby so appointed. Todos los oficiales electorales, incluido el Secretario de Votación Anticipada, deberán ser oficiales designados por el Condado de Collin y el Condado de Denton, y tal como lo requiere la ley, se nombran aquí. SECTION 7 Early voting by personal appearance will be held jointly with other Collin County and Denton County public entities at Collin County’s and Denton County’s respective main early voting site, beginning on such dates as authorized by the Texas Election Code. La votación anticipada por medio de presentación personal se llevará a cabo en conjunto con las entidades públicas del Condado de Collin y del Condado de Denton en las respectivas sedes principales de votación anticipada del Condado de Collin y del Condado de Denton, que se inician en dichas fechas tal como lo autoriza el Código Electoral de Texas. SECTION 8 The Collin County Election Administrator and the Denton County Election Administrator are hereby appointed to serve as the Early Voting Clerks in their respective counties, and the Elections Administrators’ permanent county employees are appointed as deputy early voting clerks. Applications for ballots by mail shall be mailed to said Election Administrators, in accordance with the Texas Election Code. Item 4c Ordinance No. 17-__, Page 15 El Administrador Electoral del Condado de Collin y el Departamento de Elecciones del Condado de Denton se designan en la presente para actuar como los Secretarios de Votación Anticipada en sus respectivos condados, y a los empleados del condado permanentes de los Administradores Electorales se les designa como secretarios adjuntos de votación anticipada. De conformidad con el Código Electoral de Texas, se deben enviar las solicitudes a dichos Administradores Electorales para recibir las boletas por correo. SECTION 9 The Town Secretary is hereby authorized and directed to file, publish and/or post, in the time and manner prescribed by law, all notices required to be so filed, published and/or posted in connection with the conduct of this election. El Secretario de la Ciudad está aquí autorizado y designado para presentar, publicar o difundir, en el momento y manera dictada por la ley, todos los avisos que requieren ser presentados, publicados o difundidos en relación con el desarrollo de esta elección. SECTION 10 The election shall be conducted pursuant to the election laws of the State of Texas. La elección deberá llevarse a cabo de conformidad con las leyes electorales del Estado de Texas. SECTION 11 If any word, section, article, phrase, paragraph, sentence, clause, or portion of this ordinance or application thereto to any person or circumstance is held to be invalid or unconstitutional by a court of competent jurisdiction, such holding shall not affect the validity of the remaining portion of this ordinance; and the Town Council hereby declares it would have passed such remaining portions of this ordinance despite such invalidity which remaining portions shall remain in full force and effect. Additionally, it is the intent of the Town Council in adopting this Ordinance to fully comply with the terms of any Election Services Agreement. Should any conflict arise between any term of this Ordinance and the Town’s obligations under any Election Services Agreement, it is the express intent of the Town Council that the terms of the Election Services Agreement should control and govern the administration of the general and special election addressed in this Ordinance. En caso de que una corte de jurisdicción competente indique que alguna palabra, sección, artículo, frase, párrafo, oración, cláusula o parte de esta ordenanza o aplicación de la misma por alguna persona o circunstancia es inválida o inconstitucional, dicha sección no deberá afectar la validez de las demás partes que se encuentren en esta ordenanza. El Ayuntamiento de la Ciudad declara por medio de la presente que ha aprobado dichas partes restantes de esta ordenanza a pesar de la invalidación y que las partes restantes deberán mantener todo su vigor y efecto. Asimismo, el Ayuntamiento de la Ciudad tiene la intención de aprobar esta Ordenanza para cumplir completamente con los términos de cualquier Acuerdo de Servicios Electorales. Si surge algún conflicto entre cualquier término de esta Ordenanza y las obligaciones de la ciudad bajo el Acuerdo de Servicios Electorales, es la intención expresa del Ayuntamiento de la Ciudad que los términos del Acuerdo de Servicios Electorales controlen y rijan la administración de las elecciones generales y especiales contempladas en esta Ordenanza. Item 4c Ordinance No. 17-__, Page 16 SECTION 12 This Ordinance shall take effect from and after its passage. Esta Ordenanza deberá entrar en vigor a partir y después de su difusión. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS THE 14TH DAY OF FEBRUARY, 2017. DEBIDAMENTE PROMULGADO Y APROBADO POR EL AYUNTAMIENTO DE LA CIUDAD DE PROSPER, TEXAS, HOY, 14 DE FEBRERO DE 2017. ________________________________ Ray Smith, Mayor ATTEST: _____________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _____________________________________ Terrence S. Welch, Town Attorney Item 4c PROPOSED TOWN CHARTER TOWN OF PROSPER, TEXAS Approved by the Voters of the Town of Prosper on November 7, 2016 Amended May 14, 2011 Amended May 6, 2017 Item 4c PROPOSED HOME RULE CHARTER OF THE TOWN OF PROSPER, TEXAS Approved by the Voters of the Town of Prosper on November 7, 2006 Amended May 14, 2011 Amended May 6, 2017 Item 4c PROPOSED TABLE OF CONTENTS ARTICLE I – Form of Government and Boundaries Sec. 1.01 Form of Government 1 Sec. 1.02 The Boundaries 1 Sec. 1.03 Extension of Boundaries 1 ARTICLE II – Powers of the Town Sec. 2.01 General Powers of the Town 2 Sec. 2.02 Public Improvements 2 Sec. 2.03 Miscellaneous Powers 2 ARTICLE III – The Town Council Sec. 3.01 Composition 3 Sec. 3.02 Qualifications of Town Council 3 Sec. 3.03 Compensation 3 Sec. 3.04 Mayor, Mayor Pro-Tem, and Deputy Mayor Pro-Tem 3 Sec. 3.05 Vacancies, Forfeiture and Filling of Vacancies 4 Sec. 3.06 Powers of the Town Council 4 Sec. 3.07 Prohibitions 5 Sec. 3.08 Meetings of the Town Council 5 Sec. 3.09 Quorum and Voting 6 Sec. 3.10 Conflict of Interest 6 Sec. 3.11 Abstention 6 Sec. 3.12 Rules of Procedures 6 Sec. 3.13 Passage of Ordinances in General 6 Sec. 3.14 Emergency Ordinances 7 Sec. 3.15 Authentication, Recording, Codification, Printing and Distribution 7 Sec. 3.16 Investigations by the Town Council 8 Sec. 3.17 Bond 8 Sec. 3.18 Code of Ethics 8 ARTICLE IV – Town Administration Sec. 4.01 Town Manager 8 Sec. 4.02 Town Secretary 9 Sec. 4.03 Municipal Court 10 Sec. 4.04 Town Attorney 10 Sec. 4.05 Administrative Departments, Offices and Agencies 11 Sec. 4.06 Personnel System 11 ARTICLE V – Nominations and Elections Sec. 5.01 Town Elections 11 Sec. 5.02 Filing for Office 12 Sec. 5.03 Official Ballots 12 Sec. 5.04 Official Results 12 Item 4c PROPOSED Sec. 5.05 Taking of Office 13 ARTICLE VI – Recall, Initiative, and Referendum Sec. 6.01 Scope of Recall 13 Sec. 6.02 Petitions for Recall 13 Sec. 6.03 Form of Recall Petition 13 Sec. 6.04 Various Papers Constituting Petition 14 Sec. 6.05 Presentation of Petition to the Town Council 14 Sec. 6.06 Public Hearing to be Held 14 Sec. 6.07 Calling of Recall Election 14 Sec. 6.08 Ballots in Recall Election 14 Sec. 6.09 Result of Recall Election 15 Sec. 6.10 Recall, Restrictions Thereon 15 Sec. 6.11 Failure of the Town Council to Call an Election-Recall 15 Sec. 6.12 General Power of Initiative and Referendum 15 Sec. 6.13 Initiative 15 Sec. 6.14 Referendum 16 Sec. 6.15 Voluntary Submission of Legislation by the Town Council 16 Sec. 6.16 Form of Ballots 16 Sec. 6.17 Publication of Proposed and Referred Ordinances 16 Sec. 6.18 Adoption of Ordinances 17 Sec. 6.19 Inconsistent Ordinances 17 Sec. 6.20 Ordinances Passed by Popular Vote, Repeal or Amendment 17 Sec. 6.21 Further Regulations by the Town Council 17 Sec. 6.22 Failure of the Town Council to Call an Election-Initiative or Referendum 17 ARTICLE VII – Financial Procedures Sec. 7.01 Fiscal Year 17 Sec. 7.02 Submission of Budget and Budget Message 17 Sec. 7.03 Budget Message 17 Sec. 7.04 Budget a Public Record 18 Sec. 7.05 Public Hearing on Budget 18 Sec. 7.06 Proceeding on Adoption of Budget 18 Sec. 7.07 Budget, Appropriation and Amount to be Raised by Taxation 18 Sec. 7.08 Contingent Reserve 18 Sec. 7.09 Amending the Budget 18 Sec. 7.10 Certification; Copies Made Available 18 Sec. 7.11 Capital Program 19 Sec. 7.12 Defect Shall Not Invalidate the Tax Levy 19 Sec. 7.13 Lapse of Appropriations 19 Sec. 7.14 Borrowing 19 Sec. 7.15 Purchasing 20 Sec. 7.16 Administration of Budget 20 Sec. 7.17 Depository 20 Sec. 7.18 Independent Audit 21 Sec. 7.19 Power to Tax 21 Sec. 7.20 Office of Tax Collector 21 Item 4c PROPOSED Sec. 7.21 Taxes; When Due and Payable 21 Sec. 7.22 Tax Liens, Liabilities and Suits 21 ARTICLE VIII – Boards and Commissions Sec. 8.01 Authority, Composition and Procedures 22 ARTICLE IX – Planning & Zoning Commission Sec. 9.01 Organization 22 Sec. 9.02 Duties and Powers 23 Sec. 9.03 Procedure 23 Sec. 9.04 The Comprehensive Plan: Procedure and Legal Effect 24 ARTICLE X – Utility and Public Service Franchises and Licenses Sec. 10.01 Authority 24 Sec. 10.02 Ordinance Granting Franchise 24 Sec. 10.03 Transfer of Franchise 25 Sec. 10.04 Franchise Value Not to be Allowed 25 Sec. 10.05 Right of Regulation 25 Sec. 10.06 Regulation of Rates 25 Sec. 10.07 Licenses 26 ARTICLE XI – General Provisions Sec. 11.01 Public Records 26 Sec. 11.02 Official Newspaper 26 Sec. 11.03 Oaths 26 Sec. 11.04 Severability 26 Sec. 11.05 Wording Interpretation 26 Sec. 11.06 Town Depository 27 Sec. 11.07 Sale of Liquor Prohibited in Residential Districts 27 ARTICLE XII – Legal Provisions Sec. 12.01 Assignment, Execution and Garnishment 27 Sec. 12.02 Securit y and Bond 27 Sec. 12.03 Notice of Claim 27 Sec. 12.04 Power to Settle Claims 28 Sec. 12.05 Service of Process Against the Town 28 Sec. 12.06 Judicial Notice 28 Sec. 12.07 Pending Matters 28 Sec. 12.08 Property Not Exempt from Special Assessments 28 Sec. 12.09 Town Council May Require Bonds 28 Sec. 12.10 Disaster Clause 28 ARTICLE XIII – Nepotism, Prohibitions and Penalties Sec. 13.01 Nepotism 28 Sec. 13.02 Equality of Rights 29 Sec. 13.03 Wrongful Influence 29 Item 4c PROPOSED Sec. 13.04 Wrongful Interference 29 Sec. 13.05 Employee's Political Activities 29 Sec. 13.06 Penalties 29 Sec. 13.07 Conflict of Interest 29 Sec. 13.08 No Officer to Accept Gifts, Etc 29 ARTICLE XIV – Review and Amendment of Charter Sec. 14.01 Charter Review Commission 30 Sec. 14.02 Petition to Amend Charter 30 Sec. 14.03 Form of Petition to Amend Charter 30 Sec. 14.04 Various Papers Constituting Petition to Amend 31 Sec. 14.05 Presentation of Petition to the Town Council 31 Sec. 14.06 Calling of El ection to Amend Charter 31 Sec. 14.07 Failure of the Town Council to Call an Election Following Receipt of Valid Petition to Amend 31 Item 4c Page 1 PROPOSED HOME RULE CHARTER OF THE TOWN OF PROSPER, TEXAS PREAMBLE We, the citizens of Prosper, Texas, in order to establish a Home Rule municipal government, provide for the future progress of our Town and obtain more fully the benefits of local self-government, and provide for the public welfare, hereb y adopt this Home Rule Charter, in accordance with the statutes of the State of Texas; and do hereby declare the residents of the Town of Prosper, in Collin and Denton County, Texas living within the legall y established boundaries of the said Town, to be a political subdivision of the State of Texas, incorporated forever under the name and style of the “Town of Prosper” with such powers, rights, privileges, authorities, duties, and immunities, as are herein provided. ARTICLE I Form of Government and Boundaries SECTION 1.01 Form of Government The municipal government provided by this Charter, shall be known as the “Council-Manager Government.” Pursuant to its provisions, and subject onl y to the limitations imposed b y the State Constitution, the statutes of this State, and by this Charter, all powers of the Town shall be vested in an elective council, hereinafter referred to as the “Town Council,” which shall enact local legislation, adopt budgets, determine policies, and appoint the Town Manager, who in turn, shall be held responsible to the Town Council for the execution of the laws and the administration of the government of the Town. All powers of the Town shall be exercised in the manner prescribed b y this Charter, or if the manner not be prescribed, then in such manner as may be prescribed by ordinance, the State Constitution, or by the statutes of the State of Texas. SECTION 1.02 The Boundaries The citizens of the Town, Collin and Denton County, Texas, residing within its corporate limits, as heretofore or hereafter established, are hereby constituted and shall continue to be a municipal body politic and corporate, in perpetuity, under the name of the “Town of Prosper” with such powers, privileges, rights, duties, authorities, and immunities, as are herein provided. The records of the Town of Prosper’s boundaries shall be kept on file with the Town Secretary. SECTION 1.03 Extension of Boundaries The boundaries of the Town may be enlarged and extended by the annexation of additional territory, irrespective of size and configuration, by the method hereinafter set forth: (1) The Town Council shall have the power by ordinance to fix the boundary limits of the Town and to provide for the alteration and extension of said boundary limits, and the annexation of additional territory lying adjacent to the Town, in any manner provided by law. (2) When any additional territory has been so annexed, same shall be a part of the Town and the property situated therein shall bear taxes levied by the Town, and the Item 4c Page 2 PROPOSED citizens thereof shall be entitled to all the rights and privileges of the other citizens of said Town, and shall be bound by the acts, ordinances, resolutions, and regulations of the Town. ARTICLE II Powers of the Town SECTION 2.01 General Powers of the Town The Town shall have all powers and rights of self-government and home rule that exists now or may be granted to municipalities by the Constitution and laws of the State of Texas, unless such power or right is expressly prohibited or restricted by this Charter. The enumeration of particular powers in this Charter shall not be held or deemed to be exclusive, and in addition to the powers enumerated herein, implied herein or appropriate to the exercise thereof, the Town shall have and may exercise all other powers which under the Constitution and laws of the State of Texas it would be competent for this Charter specifically to enumerate. SECTION 2.02 Public Improvements The Town shall have the power to, among other things, construct and maintain, within or without its corporate limits, public improvements as authorized by State statutes and such other public improvements as the Town Council shall determine to serve a public purpose of the Town, including but not limited to, constructing and maintaining streets, flood control and sanitary facilities, water and storm drainage facilities in, over, under or upon all public property or easements granted for that purpose and to levy assessments for the costs of such improvements. The Town shall have the power to collect attorney's fees for the collection of paving assessment in foreclosure cases as allowed under state law. It shall have the power to cause liens to be established for the purpose of securing the payment of such levies and shall have the power to compel the use of such improvements by the citizens of the Town. SECTION 2.03 Miscellaneous Powers The Town shall have the power to, among others, establish and maintain ordinances and regulations governing the use of lands within the Town and to enforce by all lawful means these ordinances and regulations, within and without its corporate limits. The Town shall have the power to authorize, regulate and inspect all construction and existing structures within or without its limits, consistent with state statutes, and to establish and enforce ordinances and regulations concerning their use, construction and reconstruction. The Town shall have the power to contract and be contracted with, to buy, sell, lease, lease-purchase, mortgage and/or manage property, to acquire property b y donation or condemnation, and to control such property as its interests require. The Town shall have the power to license and regulate persons, corporations and associations engaged in an y business, occupation, profession or trade when authorized by state law. The Town shall have all powers granted by any section of this Charter. Item 4c Page 3 PROPOSED ARTICLE III The Town Council SECTION 3.01 Composition (1) The “Town Council” shall be composed of a “Mayor” and six (6) “Council Members” elected under the Place System, with there being Places 1, 2, 3, 4, 5 and 6. The Mayor and each Council Member shall be elected at large, and unless sooner removed under the provisions of this Charter, shall serve for a term of three (3) years, and until their successor has been elected and duly qualified. All of the Town Council holding office at the time of passage of any amendments to this Charter shall continue to hold their respective office until the respective term for which they were elected expires. (2) Terms of the Council Members shall be staggered so that every year there shall be an election for two (2) of the Places as follows: Places 1 and 4; Places 2 and 6; and Places 3 and 5. The Mayor shall be elected in the same year as Places 1 and 4. SECTION 3.02 Qualifications of Town Council In addition to any other qualifications prescribed by law, the Mayor and each Council Member shall meet the qualifications set forth in Article V of this Charter while in office. SECTION 3.03 Compensation The Town Council shall be entitled to reimbursement for actual reasonable expenses incurred in the performance of official duties. SECTION 3.04 Mayor, Mayor Pro-Tem and Deputy Mayor Pro-Tem (1) The Mayor shall attend and preside at meetings of the Town Council. The Mayor shall participate in the discussion of all matters coming before the Town Council and shall have a vote on all matters before the Town Council. The Mayor shall also represent the Town in intergovernmental relationships, present an annual state of the Town message, and perform other duties specified by the Town Council and/or imposed by this Charter and by ordinances and resolutions passed in pursuance thereof. Additionally, the Mayor may sign, after authorization by the Town Council, all contracts and conveyances made or entered into by the Town and all bonds, warrants and any other obligation issued under the provisions of this Charter, in the manner prescribed in the ordinance or resolution authorizing the signing of any such obligation. The Mayor shall be recognized as head of the Town government for all ceremonial purposes, and by the Governor for purposes of military law, but shall have no regular administrative duties. (2) The Mayor Pro-Tem shall be a Council Member elected by the Town Council at the first regular meeting after each election of Council Members and/or Mayor or at the first regular meeting after any applicable run-off election, whichever is later. The Mayor Pro-Tem shall act as Mayor during the disability or absence of the Mayor, and in this capacity shall have the rights conferred upon the Mayor. (3) The Deputy Mayor Pro-Tem shall be a Council Member elected by the Town Council at the first regular meeting after each election of Council Members and/or Mayor or at the first regular meeting after any applicable run-off election, whichever is Item 4c Page 4 PROPOSED later. The Deput y Mayor Pro-Tem shall act as Mayor during the disability or absence of the Mayor and Mayor Pro-Tem, and in this capacity shall have the rights conferred upon the Mayor. SECTION 3.05 Vacancies, Forfeiture and Filling of Vacancies (1) The office of a Council Member or the Mayor shall become vacant upon his or her death, resignation, forfeiture of, or removal from office by any manner authorized by law. (2) If any member of the Town Council is absent from three (3) consecutive regular meetings, or twenty-five percent (25%) of regularl y scheduled meetings during the twelve-month (12-month) period immediately preceding and including the absence in question, without explanation acceptable to a majority of the remaining members of the Town Council, his or her office shall be declared vacant at the next regular meeting of the Town Council by resolution. (3) Any p erson on the Town Council who ceases to possess the required qualifications for office or who is convicted of a felon y or of a misdemeanor involving moral turpitude or is convicted of violating any state laws regulating conflicts of interest of municipal officers shall forfeit his or her office. Every forfeiture shall be declared and enforced by the Town Council. (4) A vacancy on the Town Council shall be filled by election in accordance with the Texas Constitution; however, a vacancy may be filled by appointment if the vacancy is created in an unexpired term having twelve (12) months or less remaining thereupon. The Mayor or Council Member thus elected or appointed shall serve for the unexpired portion of the term of the vacated position. SECTION 3.06 Powers of the Town Council All powers of the Town and the determination of all matters of policy shall be vested in the Town Council. Except where in conflict with and otherwise expressly provided by this Charter, the Town Council shall have all powers authorized to be exercised by the Constitution and laws of the United States and the State of Texas and the acts amendatory thereof and supplementary thereto, now or hereafter enacted. Without limitation of the foregoing and among the other powers that may be exercised by the Town Council, the following are hereby enumerated for greater certainty: (1) Appoint and remove the Town Manager; (2) Appoint and remove the Municipal Judge(s) of the Municipal court; (3) Appoint and remove the Town Attorney; (4) Designate items to appear on a future agenda of a Town Council meeting for consideration and/or discussion; (5) Establish administrative departments; (6) Adopt the budget of the Town; (7) Collectively inquire into the conduct of any office, department or agency of the Town and make investigations as to municipal affairs; (8) Provide for a Planning & Zoning Commission and a Board of Adjustment and other boards as deemed necessary, and appoint the members of all such boards and commissions. Such boards and commissions shall have all powers and duties now or hereafter conferred and created by this Charter, by Town ordinance or by law; (9) Adopt and modify the official map of the Town; (10) Adopt, modify and carry out plans in cooperation with the Planning & Zoning Item 4c Page 5 PROPOSED Commission for the replanning, improvement and redevelopment of specific areas of the Town; (11) Adopt, modify and carry out plans in cooperation with the Planning & Zoning Commission for the replanning, reconstruction or redevelopment of any area or district which may have been destroyed in whole or part by disaster; (12) Regulate, license and fix the charges or fares made by an y person owning, operating or controlling an y vehicle of an y character used for the carrying of passengers for hire on the public streets and alleys of the Town; (13) Provide for the establishment and designation of fire limits and prescribe the kind and character of buildings or structures or improvements to be erected therein; provide for the erection of fireproof buildings within certain limits; and provide for the condemnation of dangerous structures of buildings or dilapidated buildings or buildings calculated to increase the fire hazard, and the manner of their removal or destruction; (14) Fix and regulate rates and charges of all utilities and public services; and (15) Adopt plats, unless the Town Council votes to give this authority to the Planning & Zoning Commission or Town staff. SECTION 3.07 Prohibitions (1) Except where authorized by law or by this Charter, no Mayor or Council Member shall hold any other Town office or Town employment during his or her term as Mayor or Council Member. No former Mayor or Council Member shall hold an y compensated appointive office or Town employment until one (1) year after the expiration of the term for which they were elected or appointed to the Town Council. (2) Members of the Town Council shall not in any way dictate the appointment or removal of the Town administrative officers or employees whom the Town Manager or any of the Town Manager’s subordinates are empowered to appoint. The Town Council, at a meeting called for that purpose, may express its views and fully and freely discuss with the Town Manager anything pertaining to appointment and removal of such officers and employees. (3) Except for the purpose of inquiries and investigations as provided by this Charter, the Town Council shall deal with Town officers and employees who are subject to the direction and supervision of the Town Manager solel y through the Town Manager. The Town Council shall not give orders to any such officer or employee either publicly or privately except as otherwise provided in this Charter. SECTION 3.08 Meetings of the Town Council (1) The Town Council shall hold at least one (1) regular meeting each month and as many additional meetings as it deems necessary to transact the business of the Town. The Town Council shall fix by ordinance the date and time of the regular meetings. (2) Special meetings of the Town Council shall be held at the call of the Mayor or a majority of the Council Members upon provision of public notice in accordance with state law. Item 4c Page 6 PROPOSED (3) Except as provided by state law, all Town Council meetings shall be open to the public and shall be held and notice given in accordance with the Texas Open Meetings Act. SECTION 3.09 Quorum and Voting Four (4) members of the Town Council shall constitute a quorum for the purpose of transaction of business. No action of the Town Council, except as specifically provided in this Charter, shall be valid or binding unless adopted by the affirmative vote of a majority of the Town Council present. If a certain percentage of affirmative votes to pass a measure is required, the number of affirmative votes must be measured against the entire qualified Town Council, not just the number present and voting. SECTION 3.10 Conflict of Interest Should any person on the Town Council have a conflict of interest, pursuant to any state laws and/or Town ordinances regulating conflicts of interest of municipal officers, with an agenda item then before the Town Council, he or she shall openl y declare same before discussion proceeds, and he or she is thereby prohibited from discussing the item or voting on the question, and is not considered as present and voting for the purposes of calculating the outcome of a vote. SECTION 3.11 Abstention Should any person on the Town Council choose to abstain from voting on any question before the Town Council, where no conflict of interest exists, the person’s vote shall be recorded as an abstention in the official minutes of the meeting. SECTION 3.12 Rules of Procedure The Town Council shall determine, which may be done by ordinance, resolution or otherwise, its own rules of order and business. The Town Council shall provide that the citizens of the Town shall have a reasonable opportunity to clearl y hear and be heard at public hearings with regard to specific matters under consideration. The Town Council shall provide for minutes to be taken and recorded for all public meetings as required by law. Such minutes shall be a public record and shall be kept and maintained by the person performing the duties of the Town Secretary. SECTION 3.13 Passage of Ordinances in General (1) The Town Council shall legislate by ordinance only, and the enacting clause of every ordinance shall be “Be it ordained b y the Town Council of the Town of Prosper, Texas . . .”. Each proposed ordinance shall be introduced in the written or printed form required for adoption. No ordinance shall contain more than one (1) subject which shall be clearly expressed in its title. General appropriation ordinances may contain various subjects and accounts for which monies are to be appropriated. After adoption, an ordinance shall not be amended or repealed except by the adoption of another ordinance amending or repealing the original ordinance. Copies of any proposed ordinance, in the form required for adoption, shall be furnished to the Town Council. Copies of the proposed ordinance, in the form required for adoption, shall be available at the Town offices and shall be furnished to citizens upon request to the Town Secretar y from and after the date on which such proposed ordinance is posted as an agenda item for a Town Council meeting and, if amended, shall be available and furnished in amended form for as long as the proposed ordinance is before the Town Council. Item 4c Page 7 PROPOSED (2) A proposed ordinance which has been amended in substance after its placement on the agenda for a Town Council meeting may not be voted on at such meeting. Such amended ordinance shall be placed upon the agenda of a subsequent meeting of the Town Council in accordance with the provisions of this Article. All persons interested in such ordinance shall have a reasonable opportunity to be heard. (3) Unless otherwise required by l aw, ever y ordinance shall become effective upon adoption or at an y l ater time(s) specified in the ordinance, except that every ordinance imposing any penalty, fine or forfeiture shall become effective only after having been published once in its entirety or summary form after adoption, in a newspaper designated as the official newspaper of the Town. (4) If a majority of the Town Council present request that the ordinance title and caption or its entirety be read, it must be read. SECTION 3.14 Emergency Ordinances (1) The Town Council may adopt emergency ordinances only to meet public emergencies affecting life, health, propert y or the public peace. In particular, such ordinances shall not levy t axes, grant or renew or extend a franchise, or regulate the rate charged b y an y public utility for its services. Neither shall they authorize the borrowing of money except as provided elsewhere in this Charter. (2) An emergenc y ordinance shall be introduced in the form and manner generall y prescribed for ordinances, except that they shall be plainly designated in the title as an emergenc y ordinance and shall contain after the enacting clause a declaration stating that an emergency exists and describing the emergency in clear and specific terms. (3) An emergency ordinance may be introduced at any Town Council meeting and can be adopted with or without amendment or rejected at the meeting at which it is introduced. The affirmative vote of at least five (5) members of the Town Council shall be required for adoption. (4) Emergenc y ordinances shall become effective upon adoption and shall be published as soon thereafter as practicable. Every emergenc y ordinance so adopted, except one authorizing the borrowing of money as described herein, is automatically repealed as of the sixty-first (61st) day following the day on which it became effective. The ordinance may be re-enacted if the emergency still exists. SECTION 3.15 Authentication, Recording, Codification, Printing and Distribution (1) All ordinances and resolutions adopted by the Town Council shall be authenticated b y seal and signature of the person performing the duties of the Town Secretary and numbered consecutively as adopted. They shall be properly indexed and placed in a book kept open for public inspection. (2) The Town Council may codif y the ordinances of the Town. If adopted, the codification shall be known and cited as “The Prosper Town Code” and shall be in full force and effect without the necessity of such code or any part thereof being published in any newspaper. The caption, descriptive clause and other formal parts of the ordinances of the Town may be omitted without affecting the validity of such ordinances when codified. Every general ordinance enacted subsequent to such codification shall be enacted as an amendment to the code. For the purpose of this section, general ordinances shall be deemed to be those ordinances of a permanent or continuing nature which affect the residents of the Town at large. Copies of the code Item 4c Page 8 PROPOSED shall be furnished to Town Officers, placed in Town offices and made available for purchase by the public at a reasonable price to be fixed by the Town Council. (3) The Town Council shall cause all ordinances and amendments to this Charter to be printed promptl y following their adoption. A copy of each ordinance and amendment shall be placed in appropriate Town offices for public reference. Printed ordinances and Charter amendments shall be sold to the public at a reasonable price to be fixed by the Town Council. SECTION 3.16 Investigations by the Town Council The Town Council shall have the power to inquire into the official conduct of any department, agency, office, officer or employee of the Town. For that purpose, the Town Council shall have the power to administer oaths, subpoena witnesses and compel the production of books, papers or other evidence material to the inquiry. The Town Council shall provide, by ordinance, penalties for contempt for failing or refusing to obey any such subpoena or to produce any such books, papers, or other evidence, and shall have the power to punish any such contempt in the manner provided by the ordinance. SECTION 3.17 Bond The Town Council shall require all municipal officers and employees who receive or pay out any monies of the Town to be bonded or cause each to be covered under a Public Employee Dishonest y Property Crime Coverage Policy with a company that maintains a minimum rating of “A” by A.M. Best’s Key Rating Guide, or other equivalent rating service(s), authorized to transact business in the State of Texas. The amount of the bonds or policy coverage limits shall be determined by the Town Council and the cost shall be borne by the Town. SECTION 3.18 Code of Ethics The Town Council shall adopt and maintain, by ordinance or resolution, a Code of Ethics for the purpose of, among other things, establishing and defining the bounds of reasonable ethical behavior by the Town Council and all appointed Town Officials. ARTICLE IV Town Administration SECTION 4.01 Town Manager (1) The Town Council shall appoint, upon the affirmative vote of a majority of the full membership of the Town Council, a Town Manager who shall serve as Chief Administrative Officer of the Town. The Town Manager shall be responsible to the Town Council for administration of all the affairs of the Town, with only those exceptions that are named in this Charter. The Town Manager shall be appointed solel y upon the Town Manager’s executive, administrative and educational qualifications. The Town Manager need not be a resident of the Town when appointed, but shall, if required by the Town Council, reside within the Town during the balance of the tenure of his or her appointment. (2) The Town Council shall fix the compensation of the Town Manager, and the Town Manager’s compensation may be amended, from time to time, in accordance with the Town Manager’s experience, qualifications and performance. (3) The Town Manager shall be appointed for an indefinite term, and may be removed at Item 4c Page 9 PROPOSED the discretion of the Town Council by the affirmative vote of a majority of the full membership of the Town Council. Upon decision to remove the Town Manager, notice, in writing, of such decision shall be furnished to him or her. (4) In case of the absence, disability or suspension of the Town Manager, the Town Council may designate a qualified administrative officer of the Town to perform the duties of the office. (5) The Town Manager shall: (A) Appoint, suspend and remove all Town employees and appointive administrative officers provided for in this Charter, except as otherwise provided by law, this Charter or personnel rules adopted pursuant thereto; (B) Direct and supervise the administration of all departments, offices and agencies of the Town, except as otherwise provided by law or this Charter; (C) See that all state laws and Town ordinances are effectively enforced; (D) Attend all Town Council meetings, with the right to take part in discussion, but the Town Manager shall not vote; (E) Prepare and accept, or designate an appropriate department head or Town employee to prepare and accept, items for inclusion in the official agenda of all Town Council meetings and meetings of all boards and commissions; (F) Prepare and recommend to the Town Council the annual budget and capital program, and administer the budget as adopted by the Town Council; (G) Keep the Town Council fully advised at least quarterly as to the financial conditions and future needs of the Town, and make such recommendations concerning the affairs of the Town, as the Town Manager or the Town Council deems desirable or necessary; (H) Make reports as the Town Manager or the Town Council may require concerning the operations of the Town departments, offices, or agencies subject to the Town Manager’s direction or supervision; and (I) Perform such other duties as are specified in this Charter or may be required b y the Town Council, and are consistent with this Charter or state or federal law. SECTION 4.02 Town Secretary (1) The Town Manager shall be responsible for hiring and terminating the Town Secretary. (2) The Town Manager shall fix the compensation of the Town Secretary, and the Town Secretary’s compensation may be amended, from time to time, in accordance with the Town Secretary’s experience, qualifications and performance. (3) The Town Secretary shall: (A) Give notice of all official public meetings of the Town Council in a manner consistent with this Charter and state laws; (B) Attend all public meetings and hearings of the Town Council; (C) Keep the minutes of the proceedings of all public official meetings and hearings of the Town Council in a manner prescribed by the Town Council consistent with applicable law; (D) Act as custodian of all official records of the Town Council; (E) Hold and maintain the seal of the Town and affix this seal to all appropriate documents; (F) Authenticate b y s ignature and seal and record all ordinances, resolutions and Item 4c Page 10 PROPOSED proclamations of the Town; and (G) Perform such other duties as may be required b y the Town Manager consistent with this Charter and the laws of the State of Texas. SECTION 4.03 Municipal Court (1) The Town Council shall establish and cause to be maintained a Municipal Court. The Court shall have all the powers and duties as are now, or as may be, prescribed by the laws of the State of Texas. (2) The Town Council shall appoint by the affirmative vote of a majority of the full membership of the Town Council such Municipal Judges of the Municipal Court as may be necessary. The Municipal Judge(s) of the Municipal Court(s) shall be appointed to a term of two (2) years and may be appointed to additional consecutive terms upon completion of his/her/their term(s) of office. The appointment of the Municipal Judge(s) may be terminated at any time b y the affirmative vote of a majority of the full membership of the Town Council. The Municipal Judge(s) shall receive compensation as may be determined by the Town Council. (3) In the event of failure of any Municipal Judge to perform his or her duties, the Mayor shall act in the Municipal Judge’s place and stead (and in the event of a vacancy, until a Municipal Judge is appointed by the Town Council to fill the vacancy). If the Mayor acts as Municipal Judge, the Mayor shall be compensated at the same salary, if any, as the Municipal J udge for whom the Mayor is acting. (4) The Clerk and Deput y Clerks of the Municipal Court(s) shall have the power to administer oaths, certify affidavits, make certificates, affix the seal of the Court, and perform all usual and necessar y clerical acts in conducting the business of the Court(s) including but not limited to, the keeping of records and accounts of the Municipal Court(s). (5) All special expenses and fines imposed by t he Municipal Court(s) shall be paid into the Town Treasury for the use and benefit of the Town, as ma y be consistent with present and future laws. SECTION 4.04 Town Attorney (1) The Town Council shall appoint by the affirmative vote of a majority of the full membership of the Town Council a competent, duly qualified, licensed, and practicing attorney in the State of Texas who shall serve as the Town Attorney. (2) The Town Attorney shall: (A) Serve as the legal advisor to the Town Council and Town Manager; (B) Represent the Town in litigation and legal proceedings as directed by the Town Council and the Town Manager; and (C) Review and provide opinions as requested by the Town Council or Town Manager on contracts, legal instruments, ordinances of the Town and other Town business. (3) The Town Council shall have the right to retain special counsel at an y time that it may deem necessary and appropriate. (4) The Town Attorney and Special Counsel shall receive compensation as may be determined by the Town Council. (5) The Town Attorney, with approval of the Town Council, may select additional attorneys to act for him or her and the Town in its representation and/or litigation. Item 4c Page 11 PROPOSED (6) The Town Attorney may be removed by the affirmative vote of a majority of the full membership of the Town Council. SECTION 4.05 Administrative Departments, Offices and Agencies (1) The Town Council may, after hearing recommendations of the Town Manager, establish, abolish, redesignate and/or combine departments, offices or agencies in addition to those provided for b y this Charter, and may prescribe the functions and duties of such departments, offices and agencies. (2) Except as provided elsewhere in this Charter, all departments, offices and agencies of the Town shall be under the direction and supervision of the Town Manager, and shall be administered by officers appointed by and subject to the direction and supervision of the Town Manager. The Town Manager may, with the consent of the Town Council, serve as the head of one (1) or more Town departments, offices or agencies or appoint one (1) person as head of two (2) or more of them. (3) The Town Manager may appoint a Town Tax Collector, whose duties and functions shall be those usual to the office and consistent to existing or future laws of the State of Texas as they may apply to Town or County Tax Collectors. The Town Manager may recommend that the Town Council enter into an outside contract for such services. SECTION 4.06 Personnel System (1) Personnel rules shall be prepared by the Town Manager and presented to the Town Council, who may adopt them by ordinance, with or without amendment. The adopted rules shall establish the Town as an Equal Opportunity Empl oyer and shall govern the equitable administration of the Personnel System of the Town. (2) The adopted rules shall provide for the following requirements: (A) A pay and benefit plan for all Town employment positions; (B) A plan for working hours, attendance policy and regulation and provision for sick and vacation leave; (C) Procedure for the hearing and adjudication of grievances; (D) Additional practices and procedures necessary to the beneficial and equitable administration of the Town's personnel system; (E) A plan for annual oral and written evaluation based on a job description for all Town employees by their immediate supervisor, including evaluation of the Town Manager, Municipal Judge, and Town Attorney by the Town Council; and (F) Procedure for the giving and receiving of gifts by Town employees. ARTICLE V Nominations and Elections SECTION 5.01 Town Elections (1) All Town elections shall be conducted in accordance with the Texas Election Code. (2) The regular Town election shall be held annually on the uniform election date in May or such other date as required by the Texas Election Code. The Town Council shall be responsible for specification of places for holding such elections. (3) The Town Council may, b y resolution, order a special election for purposes Item 4c Page 12 PROPOSED consistent with this Charter and laws of the State of Texas. The Town Council will fix the time and places for such a special election, and provide all means for holding same. SECTION 5.02 Filing for Office (1) Candidates for elective Town offices shall file for office in accordance with the Texas Election Code. (2) Candidates for elective Town offices shall meet the following qualifications: (A) Shall be at least eighteen (18) years of age at the time of the election for which they are filing; (B) Shall meet all requirements to be a qualified voter set forth in the Texas Election Code, and shall have been a registered voter in the Town of Prosper for at least twelve (12) months immediately preceding the filing date; (C) Shall have resided within the corporate limits of the Town for at least twelve (12) months immediately preceding the filing date; (D) No candidate may file in a single election for more than one (1) office or position as provided by this Charter; (E) The office of an incumbent elected Town official shall become vacant when the person holding such office files an application to have his or her name placed on an official ballot as a candidate for any elective public office other than the one such person holds, unless otherwise prohibited by law; and (F) Shall comply with all other Town ordinances or resolutions that may be applicable. (3) If a member of any board or commission appointed by the Town Council shall announce candidacy or becomes a candidate for election to the Town Council, he shall immediately forfeit the board or commission position with the Town. SECTION 5.03 Official Ballots (1) The official ballot will be prepared in accordance with the Texas Election Code. (2) The order of the names of the candidates on the ballot shall be determined by lot in a public drawing to be held under the supervision of the person performing the duties of the Town Secretary in accordance with the Texas Election Code. (3) Procedures for voting by absentee ballot shall be consistent with the Texas Election Code. (4) An ordinance, bond issue, or Charter amendment to be voted on by the voters of the Town shall be presented for voting b y a clear, concise statement of the proposition, approved by the Town Council, which statement shall describe the substance of the measure without argument or prejudice. (5) Procedures for write-in votes shall be consistent with the Texas Election Code. SECTION 5.04 Official Results (1) The candidate for elective office receiving a majority of the votes cast shall be declared the winner. In the event that no candidate receives a majority of all votes cast for any one place at such election, the Town Council shall, upon completion of the official canvass of the ballots, issue a call for a runoff election to be held within thirty (30) days following the issuance of such call, or in accordance with the Texas Election Code. At such runoff election, the two (2) candidates receiving the highest number of votes (or three (3) persons in case of tie for second place) for any o ne place in the first Item 4c Page 13 PROPOSED election shall again be voted for. (2) The returns of every municipal election shall be handled in accordance with the Texas Election Code. These returns shall be delivered from the election judges to the person performing the duties of the Town Secretary and the Mayor at Town Hall as soon as possible after the closing of the polls. Election returns, general and special, shall be presented to the Town Council at their next meeting following the election, at which time the Town Council shall canvass and declare the results of the election, which shall be recorded in the minutes of the meeting. SECTION 5.05 Taking of Office (1) Each newly elected person to the Town Council shall be sworn into office at the next meeting following the declaration of the results of the election. (2) At such meeting the oath shall be in accordance with the Town Charter. ARTICLE VI Recall, Initiative, and Referendum SECTION 6.01 Scope of Recall Any elected Town official, whether elected to office b y registered voters or appointed b y the Town Council to fill a vacancy, shall be subject to recall and removal from office by the registered voters of the Town on grounds of incompetency, misconduct, or malfeasance in office. SECTION 6.02 Petitions for Recall Before the question of recall of such officer shall be submitted to the registered voters of the Town, a petition demanding such question to be so submitted shall first be filed with the person performing duties of Town Secretary, which said petition must be signed by qualified voters of the Town of at least thirt y percent (30%) of the number of voters voting in the last regular Town election, or one hundred and fift y (150), whichever is greater. Each signature on a recall petition shall conform to the requirements for information as set forth in the Texas Election Code, as amended. SECTION 6.03 Form of Recall Petition The recall petition mentioned above must be addressed to the Town Council of the Town, must be distinctly and specifically pointed to the grounds upon which such petition for removal is predicated, and, if there be more than one (1) ground, said petition shall specifically state each ground with such certainty as to give the officer sought to be removed notice of the matters and things with which the officer is charged. The petition shall be verified by oath in the following form: “State of Texas” County of I, , being first duly sworn, on oath depose and say that I am one of the signers of the above petition, and that the statements made therein are true, and that each signature appearing thereto was made in m y presence on the day and date it purports to have been made, and I solemnly swear that the same is the genuine signature of the person it purports to be. Item 4c Page 14 PROPOSED _______________________ Signature Sworn and subscribed before me this day of , 20 . Signed: __________________ Notary Public in and for State of Texas SECTION 6.04 Various Papers Constituting Recall Petition The petition may consist of one (1) or more copies, or subscription lists, circulated separately, and the signatures thereto may be upon the paper or papers containing the form of petition, or upon other paper attached thereto. Verifications provided for in Section 6.03 of this Article may be made by one (1) or more petitioners, and the several parts of copies of the petition may be filed separately and by different persons, but no signatures to such petition shall remain effective or be counted which were placed thereon more than one hundred eighty (180) days, or such other length of time as may be allowed b y the Texas Election Code, prior to the filing of such petition or petitions with the person performing the duties of Town Secretary. All papers comprising a recall petition shall be filed with the person performing the duties of Town Secretary on the same day, and the said person performing the duties of Town Secretary shall immediately noti fy, in writing, the officer so sought to be removed, by mailing such notice to the officer’s Town address. SECTION 6.05 Presentation of Petition to the Town Council Within twenty-one (21) days after the date of the filing of the papers constituting the recall petition, the person performing the duties of Town Secretary shall verify the number of valid signatures and present such petition to the Town Council of the Town. SECTION 6.06 Public Hearing to be Held The officer whose removal is sought may, within seven (7) days after such recall petition has been presented to the Town Council, request that a public hearing be held to permit him or her to present the facts pertinent to the charges specified in the recall petition. In this event, the Town Council shall order such public hearing to be held, not less than five (5) days nor more than fifteen (15) days after receiving such request for a public hearing. SECTION 6.07 Calling of Recall Election If the officer whose removal is sought does not resign, then the Town Council shall order an election and set the date for holding such recall election. The date selected for the recall election shall be in accordance with the Texas Election Code. If after the recall election date is established, the officer vacates his or her position, the election shall be cancelled. SECTION 6.08 Ballots in Recall Election Ballots used at recall elections shall conform to the following requirements: (1) With respect to each person whose removal is sought, the question shall be submitted: “Shall __________ be removed from the office of __________ by recall?” (2) Immediately below each such question there shall be printed the following words, one above the other, in the order indicated: Item 4c Page 15 PROPOSED “Yes” “No” SECTION 6.09 Result of Recall Election If a majority of the votes cast at a recall election shall be “No”, that is against the recall of the person named on the ballot, the officer shall continue in office for the remainder of his or her unexpired term, subject to recall as before. If a majorit y of the votes cast at such election be “Yes,” that is for the recall of the person named on the ballot, the officer shall, regardless of any technical defects in the recall petition, be deemed removed from office and the vacancy be filled by the Town Council as provided in this Charter. SECTION 6.10 Recall, Restrictions Thereon No recall petition shall be filed against any officer of the Town within three (3) months after the officer’s election, nor within three (3) months after an election for such officer's recall. SECTION 6.11 Failure of the Town Council to Call an Election-Recall In case that all the requirements of this Charter shall have been met and the Town Council shall fail or refuse to receive the recall petition, or order such recall election, or discharge any other duties imposed on the Town Council by the provisions of this Charter with reference to such recall, then the District Judge of Collin County, Texas, shall discharge an y of such duties herein provided to be discharged by the person performing the duties of Town Secretary or by the Town Council. SECTION 6.12 General Power of Initiative and Referendum The registered voters of the Town, in addition to the method of legislation herein before provided, shall have the power of direct legislation by the initiative and referendum. (1) Initiative: Such power shall not extend to the budget or capital program or an y ordinance not subject to initiative as provided by st ate law, relating to appropriation of money, issuing of bonds, levy of taxes or salaries of Town officers or employees. (2) Referendum: Such power shall not extend to the budget or capital program or an y emergency ordinance or ordinance not subject to referendum as provided by state law, relating to appropriation of money, issuing of bonds, or levy of taxes. SECTION 6.13 Initiative Following a review by the Town Attorney for enforceability and legality, registered voters of the Town may initiate legislation by submitting a petition addressed to the Town Council which requests the submission of a proposed ordinance or resolution to a vote of the registered voters of the Town. Said petition must be signed b y qualified voters of the Town of at least thirty percent (30%) of the number of voters voting in the last regular Town election, or one hundred and fifty (150), whichever is greater, and each cop y of the petition shall have attached to it a copy of the proposed legislation. The petition shall be signed in the same manner as recall petitions are signed, as provided in this Article, and shall be verified by oath in the manner and form provided for recall petitions in this Article. The petition may consist of one (1) or more copies as permitted for recall petitions. Such petition shall be filed with the person performing the duties of Town Secretary. Within twenty-one (21) days after the filing of such petition, the person performing the duties of Town Secretary shall present said petition and proposed ordinance or resolution to the Town Council. Upon presentation to the Town Council, it shall become the duty of the Town Council, within two (2) regularly scheduled Town Council meetings after the receipt thereof, to pass and adopt such ordinance or resolution without alteration as to meaning or effect in the opinion of the persons filing the petition, or to call a special election, to Item 4c Page 16 PROPOSED be held within thirty (30) days thereafter and/or on a date allowed under the Texas Election Code, at which the registered voters of the Town shall vote on the question of adopting or rejecting the proposed legislation. However, if an y other municipal election is to be held within sixty (60) days after the filing of the petition, the question may be voted on at such election. Any election order so issued shall compl y fully with the Texas Election Code. Unless otherwise provided by law, any election for an initiative under this Charter shall be held on the first authorized uniform election date that occurs after the sixty- fifth (65th) day after the petition was presented to the Town Council. SECTION 6.14 Referendum Registered voters of the Town may require that any ordinance or resolution, with the exception of ordinances or resolutions appropriating money, authorizing the issuance of public securities or levying taxes, passed by the Town Council be submitted to the voters of the Town for approval or disapproval, b y submitting a petition for this purpose within thirty (30) days after final passage of said ordinance or resolution, or within thirty (30) days after its publication. Said petition shall be addressed, signed, and verified as required for recall petitions in this Article and shall be submitted to the person performing the duties of Town Secretary. Immediately upon the filing of such petition, the person performing the duties of Town Secretary shall present said petition to the Town Council. Thereupon the Town Council shall immediately reconsider such ordinance or resolution and, if the Town Council does not entirely repeal the same, shall submit it to popular vote as provided in Section 6.13 of this Charter. Pending the holding of such election, each ordinance or resolution shall be suspended from taking effect and shall not later take effect unless a majority of the qualified voters voting thereon at such election shall vote in favor thereof. Unless otherwise provided by law, an y election for a referendum under this Charter shall be held on the first authorized uniform election date that occurs after the sixty-fifth (65th) day after the petition was presented to the Town Council. SECTION 6.15 Voluntary Submission of Legislation by the Town Council The Town Council, upon its own motion and by the affirmative vote of a majority of the full membership of the Town Council, may submit to popular vote at any election for adoption or rejection an y proposed ordinance or resolution or measure, or may submit for repeal any existing ordinance, or resolution, or measure, in the same manner and with the same force and effect as provided in this Article for submission of petition, and may at its discretion call a special election for this purpose. SECTION 6.16 Form of Ballots The ballots used when voting upon such proposed and referred ordinance, resolutions or measures, shall set forth their nature sufficiently to identify them and shall also set forth upon separate lines the words: “For the Ordinance” or “Against the Ordinance” or “For the Resolution” or “Against the Resolution” SECTION 6.17 Publication of Proposed and Referred Ordinances The person performing the duties of Town Secretary of the Town shall publish at least twice in the official newspaper of the Town the proposed or referred ordinance or resolution within fifteen (15) days before the date of the election, and shall give such other notices and do such other things relative to such election as are required b y l aw in municipal elections and b y the ordinance or resolution calling said election. Item 4c Page 17 PROPOSED SECTION 6.18 Adoption of Ordinances If a majority of the qualified voters voting on any proposed ordinance or resolution or measure shall vote in favor thereof, it shall thereupon or at any time fixed therein, become effective as a law or as a mandatory order of the Town Council. SECTION 6.19 Inconsistent Ordinances If the provisions of two (2) or more proposed ordinances or resolutions approved at the same election are inconsistent, the ordinance or resolution receiving the highest number of votes shall prevail. SECTION 6.20 Ordinances Passed by Popular Vote, Repeal or Amendment No ordinance or resolution which may have been passed by the Town Council upon a petition or adopted by popular vote under the provisions of this Article shall be repealed or amended except by the Town Council in response to a referendum petition or by submission as provided by Section 6.15 of this Charter. SECTION 6.21 Further Regulations by the Town Council The Town Council may pass ordinances or resolutions providing other and further regulations for carrying out the provisions of this Article consistent herewith. SECTION 6.22 Failure of the Town Council to Call an Election-Initiative or Referendum In case that all of the requirements of this Charter shall have been met and the Town Council shall fail or refuse to receive the initiative or referendum petition, or order such initiative or referendum election, or discharge any other duties imposed on the Town Council by the provisions of this Charter with reference to such initiative or referendum, then the District Judge of Collin County, Texas, shall discharge any of such duties herein provided to be discharged b y the person performing the duties of Town Secretary or by the Town Council. ARTICLE VII Financial Procedures SECTION 7.01 Fiscal Year The fiscal year of the Town shall begin on the first day of October and end on the last day of September on the next succeeding year. Such fiscal year shall also constitute the budget and accounting year. SECTION 7.02 Submission of Budget and Budget Message On or before the fifteenth (15th) day of August of the fiscal year, the Town Manager shall submit to the Town Council a budget for the ensuing fiscal year and an accompanying budget message. SECTION 7.03 Budget Message The Town Manager's message shall explain the budget both in fiscal terms and in terms of the work programs. It shall outline the proposed financial policies of the Town for the ensuing fiscal year, describe the important features of the budget, indicate an y major changes from the current year in financial policies, expenditures, and revenues together with the reasons for such changes, summarize the Town's debt position and include such other material as the Town Manager deems desirable. Item 4c Page 18 PROPOSED SECTION 7.04 Budget a Public Record The budget and all supporting schedules shall be filed with the person performing the duties of Town Secretary when submitted to the Town Council and shall be open to public inspection by anyone interested. SECTION 7.05 Public Hearing on Budget At the Town Council meeting when the budget is submitted, the Town Council shall name the date and place of a public hearing, which shall be scheduled and published in accordance with the requirements of Chapter 102, Local Government Code, as amended. At this hearing, interested citizens may express their opinions concerning items of expenditures, giving their reasons for wishing to increase or decrease any items of expense. SECTION 7.06 Proceeding on Adoption of Budget After public hearing, the Town Council shall analyze the budget, making an y additions or deletions which the y feel appropriate, and shall, prior to the beginning of the next fiscal year, adopt the budget by the affirmative vote of a majorit y of the full membership of the Town Council. Should the Town Council take no final action on or prior to such day, the current budget shall be in force on a month-to- month basis until a new budget is adopted. SECTION 7.07 Budget, Appropriation and Amount to be Raised by Taxation On final adoption, the budget shall be in effect for the budget year. Final adoption of the budget by the Town Council shall constitute the official appropriations as proposed by expenditures for the current year and shall constitute the basis of official levy of the property tax as the amount of tax to be assessed and collected for the corresponding tax year. Estimated expenditures will in no case exceed proposed revenue plus the undesignated fund balance from the previous fiscal year. Unused appropriations may be transferred to any item required for the same general purpose. SECTION 7.08 Contingent Reserve Provision shall be made in the annual budget maintaining a contingency reserve fund balance designation in an amount not less than twenty percent (20%) of the total general fund expenditures, to be used in case of unforeseen items of expenditure or revenue shortfalls. This shall apply to current operating expenses and shall not overlap with any other amount of reserves maintained by the Town. Such contingency reserve appropriation shall be under the control of the Town Manager and distributed by him or her only in the event of an emergency or after supplemental appropriation by the Town Council. The proceeds of the contingency reserves shall be disbursed only b y transfer to departmental appropriation, the spending of which shall be charged to the departments or activities for which the appropriations are made. SECTION 7.09 Amending the Budget Under conditions which may arise and which could not reasonably have been foreseen in the normal process of planning the budget, the Town Council may, by the affirmative vote of a majority of the full membership of the Town Council, amend or change the budget to provide for any additional expense in which the general welfare of the citizenry is involved. These amendments shall be by ordinance, and shall become an attachment to the original budget. SECTION 7.10 Certification; Copies Made Available A copy of the budget, as finally adopted, shall be filed with the person performing the duties of Item 4c Page 19 PROPOSED Town Secretary and such other places required by state law or as the Town Council shall designate. The final budget shall be printed or otherwise reproduced and sufficient copies shall be made available for the use of all offices, agencies, and for the use of interested persons and civic organizations. SECTION 7.11 Capital Program The Town Manager shall submit a five-year (5-year) capital program as an attachment to the annual budget. The program as submitted shall include: (1) A clear general summary of its contents; (2) A list of all capital improvements which are proposed to be undertaken during the five (5) fiscal years succeeding the budget year, with appropriate supporting information as to the necessity for such improvements; (3) Cost estimates, method of financing, and recommended time schedules for each improvement; and (4) The estimated annual cost of operating and maintaining the facilities to be constructed or acquired. The above information may be revised and extended each year with regard to capital improvements still pending or in process of construction or acquisition. The Capital program will be updated and presented to the Town Council annually. SECTION 7.12 Defect Shall Not Invalidate the Tax Levy Errors or defects in the form or preparation of the budget or the failure to perform an y procedural requirements shall not nullify the tax levy or the tax rate. SECTION 7.13 Lapse of Appropriations Every appropriation, except an appropriation for a capital expenditure, shall lapse at the close of the fiscal year to the extent that it has not been expended or encumbered. An appropriation for a capital expenditure shall continue in force until the purpose for which it was made had been accomplished or abandoned. The purpose of an y s uch appropriation shall be deemed abandoned if three (3) years pass without any disbursement from or encumbrance of the appropriation. Any funds not expended, disbursed or encumbered shall be deemed excess funds. SECTION 7.14 Borrowing The Town shall have the power to borrow money on the credit of the Town and also to issue or incur bonds and other evidences of indebtedness, and such powers may be exercised to finance public improvements or for any other public purpose not prohibited by the Constitution and the laws of the State of Texas, and the Town may issue refunding bonds to refund outstanding bonds and other evidences of indebtedness of the Town previously issued or incurred. All such bonds and other evidences of indebtedness shall be issued in conformity with the laws of the State of Texas and may be secured by or paid, in whole or in part, from ad valorem tax revenues, revenues derived from other taxing powers of the Town, revenues derived b y the Town from any fee or service charge, including revenues derived from the operations of an y public utilities, utility systems, recreational facilities or any other municipal function to the extent not prohibited by the Constitution and laws of the State of Texas. Such bonds or evidences of indebtedness may be a charge upon and payable from the properties, or interest therein pledged, or the income therefrom, or both to the extent not prohibited by the Constitution or laws of the State of Texas. The proceeds of bonds or Item 4c Page 20 PROPOSED other evidences of indebtedness issued or incurred by the Town shall be used only for the purpose for which the bonds or other indebtedness was issued or incurred. SECTION 7.15 Purchasing (1) The Town Council may by ordinance, give the Town Manager general authority to contract for expenditure without further approval of the Town Council for all budgeted items not exceeding limits set by the Town Council within the ordinance. (2) All contracts for expenditures or purchases involving more than the limits must be expressly approved in advance b y the Town Council. All contracts or purchases involving more than the limits set by the Town Council shall be awarded by the Town Council in accordance with state law. (3) Emergenc y contracts as authorized by law and this Charter may be negotiated by the Town Council or Town Manager if given authority by the Town Council, without competitive bidding, and in accordance with state law. Such emergency m a y be declared by the Town Manager and approved by the Town Council or declared by the Town Council. SECTION 7.16 Administration of Budget (1) No payment shall be made or obligation incurred against an y allotment or appropriation except in accordance with appropriations dul y made, unless the Town Manager, or the Town Manager’s designee, first certifies that there is a sufficient unencumbered balance in such allotment or appropriation and that sufficient funds therefrom are or will be available to cover the claim or meet the obligation when it becomes due and payable. (2) Any authorization of payment or incurring of obligation in violation of the provisions of this Charter shall be void and any payment so made illegal. Such action shall be cause for removal of an y officer who knowingly authorized or made such payment or incurred such payment or obligation, and the officer shall also be liable to the Town for any amount so paid. (3) This prohibition shall not be construed to prevent the making or authorizing of payments, or making of contracts for capital improvements to be financed wholly or partly by the pledge of taxes, the issuance of bonds, time warrants, certificates of indebtedness, or certificates of obligation, or to prevent the making of any contract or lease providing for payments beyond the end of the fiscal year, providing that such action is made or approved by ordinance. (4) The Town Manager shall submit to the Town Council each month a report covering the revenues and expenditures of the Town in such form as requested b y the Town Council. SECTION 7.17 Depository All monies received by any person, department or agency of the Town for or in connection with the affairs of the Town shall be deposited promptl y in the Town depository or depositories. The Town depositories shall be designated b y the Town Council in accordance with such regulations and subject to the requirements as to security for deposits and interest thereon as may be established b y ordinance and law. Procedures for withdrawal of money or the disbursement of funds from the Town depositories shall be prescribed by ordinance. Item 4c Page 21 PROPOSED SECTION 7.18 Independent Audit At the close of each fiscal year, and at such other times as may be deemed necessary, the Town Council shall call for an independent audit to be made of all accounts of the Town by a certified public accountant. No more than five (5) consecutive annual audits shall be completed b y the same firm. The certified public accountant selected shall have no personal interest, directly or indirectly, in the financial affairs of the Town or any of its officers. The report of audit, with the auditor's recommendations will be made to the Town Council. Upon completion of the audit, the Independent Auditor’s Report and Annual Financial Report shall be published on the Town’s website and copies of the audit placed on file in the office of the person performing the duties of Town Secretary, as a public record. SECTION 7.19 Power to Tax (1) The Town shall have the power to levy, assess and collect taxes of every character and type for any municipal purpose not prohibited by the Constitution and laws of the State of Texas as now written or hereafter amended. (2) The Town shall have the power to grant tax exemptions in accordance with the laws of the State of Texas. SECTION 7.20 Office of Tax Collector There shall be an office of taxation to collect taxes, the head of which shall be the Town Tax Collector. The Town Council may contract for such services. SECTION 7.21 Taxes; When Due and Payable (1) All taxes due in the Town shall be payable at the office of the Town Tax Collector, or at such location or locations as may be designated by the Town Council, and may be paid at an y time after the tax rolls for the year have been completed and approved. Taxes for each year shall be paid before Februar y 1 of the next succeeding year, and all such taxes not paid prior to that date shall be deemed delinquent, and shall be subject to penalty and interest as the Town Council shall provide by ordinance. The Town Council may provide discounts for the payment of taxes prior to January 1 in an amount not to exceed those authorized b y the laws of the State of Texas. (2) Failure to levy and assess taxes through omission in preparing the appraisal rolls shall not relieve the person, firm or corporation so omitted from obligation to pay such current or past due taxes as shown to be payable by recheck of the rolls and receipts for the years in question, omitting penalty and interest. SECTION 7.22 Tax Liens, Liabilities and Suits (1) All taxable property located in the Town on January 1 of each year shall stand charged from that date with a special lien in favor of the Town for the taxes due. All persons purchasing any such property on or after January 1 in any year shall take the property subject to the liens provided above. In addition to the liens herein provided, on January 1 of any year, the owner of property subject to taxation by the Town shall be personally liable for the taxes due for that year. (2) The Town shall have the power to sue for and recover personal judgment for taxes without foreclosure, or to foreclose its lien or liens, or to recover both personal judgment and foreclosure. In an y such suit where it appears that the description of any property in the Town appraisal rolls is insufficient to identify su ch property, the Town shall have Item 4c Page 22 PROPOSED the right to plead a good description of the property to be assessed, to prove the same, and to have its judgment foreclosing the tax lien or for personal judgment against the owners for such taxes. ARTICLE VIII Boards and Commissions SECTION 8.01 Authority, Composition and Procedures (1) The Town Council shall create, establish or appoint, as may be required by the laws of the State of Texas or this Charter, or deemed desirable by the Town Council, such boards, commissions and committees as it deems necessary to carry out the functions and obligations of the Town. The Town Council shall, by ordinance or resolution, prescribe the purpose, composition, function, duties, accountability and tenure of each board, commission and committee where such are not prescribed b y l aw or this Charter. (2) Individuals who are residents of the Town or its extraterritorial jurisdiction may be appointed by the Town Council to serve on one (1) or more boards, commissions or committees. Notwithstanding, each member of the Planning & Zoning Commission must be a qualified Town voter as required by Section 9.01. Such appointees shall serve at the pleasure of the Town Council and may be removed at the discretion of the Town Council. Except as otherwise provided in this Charter, members of an y su ch board, commission or committee shall serve without compensation but may be reimbursed for actual reasonable expenses incurred in the performance of official duties. (3) All boards, commissions or committees of the Town shall keep and maintain minutes of an y p roceedings held. (4) No officer or employee of the Town nor an y person who holds a compensated appointive position with the Town shall be a member of an y board, commission or committee created or established by this Charter other than in an advisory and/or ex officio capacity. (5) Any member of a board, commission or committee who is absent from three (3) consecutive regular meetings, or twenty-five percent (25%) of regularly scheduled meetings during the twelve-month (12-month) period immediatel y preceding and including the absence in question, without explanation acceptable to a majority of the other members, shall forfeit his or her position on the board, commission, or committee. ARTICLE IX Planning & Zoning Commission SECTION 9.01 Organization (1) There is hereb y established a Planning & Zoning Commission which shall consist of at least seven (7) members who shall be appointed by the Town Council to staggered terms of two (2) years in accordance with any ordinance adopted by the Town Council. The Commission members shall be qualified Town voters. An y vacancy occurring during the unexpired term of a member shall be filled by the Town Council for the remainder of the unexpired term. In October of each year, the Commission shall elect Item 4c Page 23 PROPOSED from its members a Chairman, Vice-Chairman, and Secretary to serve for one (1) year beginning in that month. Members of the Commission may be removed by an affirmative vote of a majority of the full membership of the Town Council. (2) The Commission shall meet at least once a month. The Commission shall keep minutes of its proceedings which shall be of public record. Minutes will be recorded b y the Commission Secretary. The Commission shall serve without compensation. (3) A majority of the full membership of the Commission members shall constitute a quorum for the purpose of transaction of business. No action or recommendation of the Commission, except as specifically provided in this Charter, shall be valid or binding unless adopted by the affirmative vote of a majorit y of the Commission members present. The Chairman shall be a voting member of the Commission. If the Vice-Chairman presides over the meeting in the Chairman’s absence, the Vice- Chairman shall vote. SECTION 9.02 Duties and Powers (1) The Commission shall be responsible to and act as an advisory board to the Town Council. The Commission shall: (A) Review all current and proposed ordinances and amendments pertaining to planning and zoning and make recommendations to the Town Council for action to be taken; (B) Make proposals to the Town Council to amend, extend and add to the Comprehensive Plan for the physical development of the Town; (C) Keep public records of its resolutions, findings and determinations; and (D) Review plats and zoning requests and make recommendations to the Town Council for final adoption of same. (2) The Commission, shall have full power to: (A) Exercise the authority of the Commission as provided by state law, this Charter and Town ordinances; (B) Make reports and recommendations relating to the Comprehensive Plan and development of the Town; and (C) Adopt plats, if it has been given that authority by the Town Council. (3) The affirmative vote of a majority of the Town Council present is required to overrule a recommendation of the Commission that a proposed zoning amendment, supplement, or change be denied. SECTION 9.03 Procedure (1) All rules and regulations adopted by the Commission shall be forwarded in writing to the Town Manager who shall submit them to the Town Council with the Town Manager’s recommendations. The Town Council may amend, adopt or reject an y such rules or regulations. If any rules or regulations should be rejected, the Commission may modify them and submit such modified rules and recommendations to the Town Council. (2) Should any person on the Commission have a conflict of interest, pursuant to any state laws and/or Town ordinances regulating conflicts of interest of municipal officers, with an agenda item then before the Commission, he or she shall openl y declare same before discussion proceeds, and he or she is thereby prohibited from discussing the item Item 4c Page 24 PROPOSED or voting on the question, and is not considered as present and voting for the purposes of the tally. (3) Should any person on the Commission choose to abstain from voting on an y question before the Commission, where no conflict of interest exists, the person’s vote shall be recorded as an abstention in the official minutes of the meeting. SECTION 9.04 The Comprehensive Plan: Procedure and Legal Effect (1) The Comprehensive Plan shall include, but not be limited to, the Future Land Use Plan and the Thoroughfare Plan. The existing Comprehensive Plan for the physical development of the Town contains recommendations for the growth, development and beautification of the Town and its extraterritorial jurisdiction. Additions to and amendments of the Comprehensive Plan shall be by ordinance or resolution, but before an y such revision, the Commission shall hold at least one (1) public hearing on the proposed action. (2) A cop y of the proposed revisions to the Comprehensive Plan shall be forwarded to the Town Manager who shall submit the proposal to the Town Council, together with the Town Manager’s recommendations, if any. The Town Council, after a public hearing, shall adopt or reject such proposed revision or any part thereof as submitted within sixty (60) days following its submission by the Town Manager. If the proposed revisions or part thereof should be rejected b y the Town Council, the Town Council may request the Commission to make other modifications and again forward it to the Town Manager for submission to the Town Council. (3) Following the adoption by th e Town Council of the Comprehensive Plan, and any revisions thereto, it shall serve as a guide to all future Town Council action concerning land use and development regulations and expenditures for capital improvements. Any proposal which deviates from the Comprehensive Plan regarding land use and development regulations shall not be authorized until and unless the location and extent thereof shall have been submitted to and approved by the Commission. In case of denial, the Commission shall communicate its reasons to the Town Council, which shall have the power to overrule such denial with the affirmative vote of a majority of the Town Council present, and upon such overruling, the Town Council or the appropriate office, department or agency shall have authority to proceed. ARTICLE X Utility and Public Service Franchises and Licenses SECTION 10.01 Authority The Town shall have the power to buy, own, sell, construct, lease, maintain, operate and regulate public services and utilities and to manufacture, distribute and sell the output of such services and utility operations. The Town shall not supply any utilities service outside the Town limits, except by a written contract and/or by ordinance. The Town shall have such regulatory and other power as may now or hereafter be granted under the Constitution and laws of the State of Texas. SECTION 10.02 Ordinance Granting Franchise No franchise shall be granted for a term of more than twenty (20) years from the date of the grant, renewal or extension of any franchise. Item 4c Page 25 PROPOSED SECTION 10.03 Transfer of Franchise No public service or utility franchise is transferable, except with the approval of the Town Council. However, the franchisee may pledge franchise assets as security for a valid debt or mortgage. SECTION 10.04 Franchise Value Not to be Allowed Franchises granted by the Town are of no value in fixing rates and charges for public services or utilities within the Town and in determining just compensation to be paid by the Town for propert y which the Town may acquire by condemnation or otherwise. SECTION 10.05 Right of Regulation In granting, amending, renewing and extending public service and utility franchises, the Town reserves unto itself all the usual and customary rights, including, but not limited to, the following rights: (1) To repeal the franchise by ordinance for failure to begin construction or operation within the time prescribed, or for failure to comply with terms of the franchise; (2) To require all extensions of service within the Town limits to become part of the aggregate propert y of the service and operate subject to all obligations and reserved rights contained in this Charter. Any s uch extension is considered part of the original grant and terminable at the same time and under the same conditions as the original grant; (3) To require expansion and extension of facilities and services and to require maintenance of existing facilities to provide adequate service at the highest level of efficiency; (4) To require reasonable standards of service and quality of product and prevent rate discrimination; (5) To impose reasonable regulations and restrictions to insure the safety and welfare of the public; (6) To examine and audit accounts and records and to require annual reports on local operations of the public service or utility; (7) To require the franchisee to restore, at franchisee's expense, all public or private propert y to a condition as good as or better than before disturbed by t he franchisee for construction, repair or removal; (8) To require the franchisee to furnish to the Town, from time to time within a reasonable time following request of the Town, at franchisee's expense a general map outlining current location, character, size, length, depth, height and terminal of all facilities over and under property within the Town and its extraterritorial jurisdiction; and (9) To require compensation, rent or franchise fees to be paid to the Town as may be permitted by the laws of the State of Texas. SECTION 10.06 Regulation of Rates (1) The Town Council has the power to fix and regulate the rates and charges of all utilities and public services, consistent with state statutes. (2) Upon receiving written request from a utility or public service requesting a change in rates, or upon a recommendation from the Town that rates for services provided by or owned b y the Town be changed, the Town Council shall call a public hearing for Item 4c Page 26 PROPOSED consideration of the change. (3) A holder of a franchise to provide a public service or utilit y in the Town must show the necessit y for the change in rates by any evidence required by the Town Council, including but not limited to, the following: (A) Cost of its investment for service to the Town; (B) Amount and character of expenses and revenues connected with rendering the service; (C) Copies of any reports or returns filed with any state or federal regulatory agency within the last three (3) years; or (D) Demonstration that the return on investment, if any, is within state and federal limitations. (4) If not satisfied with the sufficiency of evidence, the Town Council may hire rate consultants, auditors and attorneys to investigate and, if necessary, litigate requests for rate changes, the expense of which shall be reimbursed to the Town by the franchisee. SECTION 10.07 Licenses The Town shall have the power to license, levy and collect fees in order to license any lawful business, occupation or calling subject to control pursuant to the police powers of the State of Texas and/or for any other purpose not contrary to the Constitution and laws of the State of Texas. ARTICLE XI General Provisions SECTION 11.01 Public Records All records of the Town shall be open to inspection in accordance with state law. SECTION 11.02 Official Newspaper The Town Council shall declare annually an official newspaper of general circulation in the Town. All ordinances, notices and other matters required by this Charter, Town ordinance, or the Constitution and laws of the State of Texas shall be published in the official newspaper. SECTION 11.03 Oaths All elected and appointed officers of the Town shall take and sign an oath of office based on those prescribed for state elective and appointive offices, respectively, in the Constitution of the State of Texas. SECTION 11.04 Severability If an y section or part of this Charter is held invalid by a court of competent jurisdiction, such holding shall not invalidate or impair the validity, force or effect of an y o ther section or part of this Charter. SECTION 11.05 Wording Interpretation The gender of the wording throughout this Charter shall always be interpreted to mean either sex. All singular words shall include the plural and all plural words shall include the singular. All references to the state law or laws of the State of Texas, however expressed in this Charter, shall mean “as presently enacted or as may be amended or superceded”. The use of the word “Town” in this Charter Item 4c Page 27 PROPOSED shall mean the Town of Prosper, Texas, and the use of the word “Charter” shall mean this Home Rule Charter. SECTION 11.06 Town Depository The provisions of the laws of the State of Texas, governing the selection and designation of the Town Depository are hereby adopted as the law governing the selection and designation of a depository of and for the Town. SECTION 11.07 Sale of Liquor Prohibited in Residential Districts The sale of liquor, as defined in the Texas Alcoholic Beverage Code, as amended, shall be prohibited by a person or entity holding a package store permit, as described in the Texas Alcoholic Beverage Code, as amended, in any zoning district which allows, in whole or in part, residential development in the Town. ARTICLE XII Legal Provisions SECTION 12.01 Assignment, Execution and Garnishment (1) Property, real and personal, belonging to the Town shall not be liable to be sold or appropriated under any writ of execution or cost bill. Funds belonging to the Town in the hands of any person, firm or corporation, shall not be liable to garnishment, attachment or sequestration; nor shall the Town be liable to garnishment, attachment or sequestration; nor shall the Town be liable to garnishment on account of any debt it may owe or funds or propert y it may have on hand owing to an y person. Neither the Town nor any of its officers or agents shall be required to answer any such writ of garnishment on any account whatsoever. (2) The Town shall not be obligated to recognize any assignment of wages or funds b y its employees, agents or contractors, except as provided b y the laws of this State or the United States of America. SECTION 12.02 Security and Bond It shall not be necessary in any action, suit or proceeding in which the Town is a party for any bond, undertaking or security to be demanded or executed by or on behalf of the Town. All such actions shall be conducted in the same manner as if such bond, undertaking or securit y had been given as required by law. SECTION 12.03 Notice of Claim The Town shall not be held liable on account of any claim for the death of any person or injuries to any person or damage to any propert y unless the person making such complaint or claiming such damages shall, within ninety (90) days after the time at which it is claimed such damages were inflicted upon such person or property, file with the Town a written statement, under oath, stating the nature and character of such damages or injuries, the extent of the same, the place where same happened, the circumstances under which same happened and the condition causing same, with a detailed statement of each item of damages and the amount thereof, giving a list of an y witnesses known by affiant to have seen the accident. Item 4c Page 28 PROPOSED SECTION 12.04 Power to Settle Claims The Town Council shall have the power to compromise and settle any and all claims and lawsuits of every kind and character, in favor of, or against, the Town, including suits by the Town to recover delinquent taxes. SECTION 12.05 Service of Process Against the Town All legal process against the Town shall be served upon either the Town Secretary or the Town Manager. SECTION 12.06 Judicial Notice This Charter shall be deemed a public act, may be read in evidence without pleading or proof, and judicial notice shall be taken thereof in all courts and places. SECTION 12.07 Pending Matters All rights, claims, actions, orders, contracts and legal or administrative proceedings shall continue except as modified pursuant to the provisions of this Charter and in each case shall be maintained, carried on or dealt with by the Town department, office or agency appropriate under this Charter. SECTION 12.08 Property Not Exempt From Special Assessments No property of any kind, by whomsoever owned or held or by whatsoever institution, agency, political subdivision or organization, owned or held, whether in trust or by non-profit organization, or corporation, or by foundation, or otherwise, (except property of the Town), shall be exempt in any way from any of the special taxes, charges, levies and assessments, authorized or permitted by this Charter, for local improvements, for the public welfare. SECTION 12.09 Town Council May Require Bonds In addition to any provisions contained herein, the Town Council may require any Town official, department director, or Town employee, before entering upon his or her duties, to execute a good and sufficient bond with a surety company doing business in the State of Texas and approved by the Town Council. The premium of such bond shall be paid by the Town. SECTION 12.10 Disaster Clause In case of disaster when a legal quorum of the Town Council cannot otherwise be assembled due to multiple deaths or injuries, the surviving persons of the Town Council, or highest surviving Town official, if no elected official remains, must, within twenty-four (24) hours of such disaster, request the highest surviving officers of the local Chamber of Commerce and the Board of Trustees of the local school district, and the County Judge of Collin County to appoint a commission to act during the emergenc y and call a Town election within fifteen (15) days of such disaster, or as provided in the Texas Election Code, for election of a required quorum, if for good reasons it is known a quorum of the present Town Council will never again meet. ARTICLE XIII Nepotism, Prohibitions and Penalties SECTION 13.01 Nepotism No person related within the second degree by affinity or within the third degree by consanguinity to the Mayor or any Council Member or the Town Manager shall be employed by or contracted with Item 4c Page 29 PROPOSED for the Town. This shall not apply to the following: (1) Any person employed by the Town prior to the person related in the above degree filing to run for elective office or being nominated for an appointment, or (2) Any person who is a seasonal employee or intern of the Town. SECTION 13.02 Equality of Rights Equality of rights under state and federal law shall not be denied or abridged with respect to appointment to or removal from any position. SECTION 13.03 Wrongful Influence No person who seeks appointment or promotion with respect to any Town position shall, directly or indirectly, give, render or pay an y mon ey, service, or other valuable thing to an y person for, or in connection with, his or her test, appointment or promotion. SECTION 13.04 Wrongful Interference No person shall willfully make any false statement, certificate, mark, rating or report in regard to any test, certification or appointment or attempt to commit any fraud preventing the impartial execution of the personnel provisions, rules and regulations of this Charter. SECTION 13.05 Employees’ Political Activities No person who holds any compensated non-elective Town position shall make, solicit or receive any contribution for an y candidate for Town Council, or take part in the management, affairs or political campaign of such candidate. Such person may exercise his or her rights as a citizen to express his or her opinion and cast his or her vote. SECTION 13.06 Penalties Any person who willfully engages in and is found in violation of any of the activities prohibited in sections 14.02, 14.03, 14.04 or 14.05 of this Article shall be ineligible for appointment or election to a position in the Town for a period of five (5) years from that time. If the person is an officer or employee of the Town at the time of the violation, he or she shall immediately forfeit his or her office or position, if found in violation. SECTION 13.07 Conflict of Interest No officer, whether elected or appointed, or any employee, whether full or part-time, of the Town shall have a substantial financial interest, direct or indirect, in any contract, other than employment contracts, with the Town; or have a substantial financial interest, direct or indirect in the sale to the Town of an y land, materials, supplies or services, except on behalf of the Town as an officer or employee, except as allowed by state law. Any willful violation of this section shall constitute malfeasance in office and any officer or employee found guilty thereof shall thereb y forfeit his or her office or position. Any violation of this section with the knowledge, express or implied, of the person or the corporation contracting with the governing body of the Town shall render the contract involved voidable by the Town Manager or the Town Council. SECTION 13.08 No Officer to Accept Gifts, Etc. No officer of the Town shall ever accept, directly or indirectly, any gift or benefit except as authorized in the Town’s Code of Ethics as set forth in Ordinance No. 08-036, as it exists or may be amended. If found in violation of this section, the officer shall immediately forfeit his or her office Item 4c Page 30 PROPOSED and shall be ineligible for appointment or election to a position in the Town for a period of five (5) years from the date the violation is determined to have occurred. ARTICLE XIV Review and Amendment of Charter SECTION 14.01 Charter Review Commission (1) The Town Council shall appoint a Charter Review Commission at least once every ten (10) years, or earlier if not prohibited by law. The Charter Review Commission shall consist of ten (10) citizens of the Town who shall: (A) Inquire into the operation of the Town government under the Charter and determine whether any p rovisions require revision. To this end, public hearings may be held. The Commission may compel the attendance of any officer or employee of the Town and require submission of any Town records; (B) Propose any recommendations it deems desirable to ensure compliance with the Charter of the Town government; and (C) Report its findings and present its recommendations to the Town Council. (2) The Town Council shall receive and have published in the official newspaper of the Town a comprehensive summary of the report presented by the Commission, shall consider any recommendations made, and may order any amendments suggested to be submitted to the voters of the Town in the manner provided b y state law as now written or hereafter amended. (3) The term of office of the Commission shall be for not more than six (6) months, at the end of which time a report shall be presented to the Town Council and all records of proceedings of the Commission shall be filed with the Town Secretary and become a public record. SECTION 14.02 Petition to Amend Charter Amendments to this Charter may be framed and submitted to the qualified voters of the Town in the manner provided by the Constitution and the laws of the State of Texas; including upon the Town Council’s own motion or upon petition by five percent (5%) of the registered voters in the Town or twenty-thousand (20,000) registered voters of the Town, whichever is less. Each signature on a petition to amend shall conform to the requirement for information as set forth in the Texas Election Code, as amended. SECTION 14.03 Form of Petition to Amend Charter The petition to amend mentioned above must be addressed to the Town Council of the Town, must distinctly and specifically list each amendment to the Charter proposed to be voted on at an election. The petition shall be verified by oath in the following form: “State of Texas” County of I, , being first duly sworn, on oath depose and say that I am one of the signers of the above petition, and that the statements made therein are true, and that each signature appearing thereto was made in m y p resence on the day and date it purports to have been made, and I solemnly Item 4c Page 31 PROPOSED swear that the same is the genuine signature of the person it purports to be. ____________________ Signature Sworn and subscribed before me this day of , 20 . Signed: ______________ Notary Public in and for State of Texas SECTION 14.04 Various Papers Constituting Petition to Amend The petition to amend may consist of one (1) or more copies, or subscription lists, circulated separately, and the signatures thereto may be upon the paper or papers containing the form of petition, or upon other paper attached thereto. Verifications provided for in Section 15.03 of this Article may be made by one (1) or more petitioners, and the several parts of copies of the petition may be filed separately and by different persons, but no signatures to such petition shall remain effective or be counted which were placed thereon more than one hundred eighty (180) days, or such other length of time as may be allowed by the Texas Election Code, prior to the filing of such petition or petitions with the person performing the duties of Town Secretary. All papers comprising a petition to amend shall be filed with the person performing the duties of Town Secretary on the same day, and the said person performing the duties of Town Secretary shall immediately notify the Town Manager and Town Mayor of receipt of the petition. SECTION 14.05 Presentation of Petition to the Town Council Within twenty-one (21) days after the date of the filing of the papers constituting the petition to amend, the person performing the duties of Town Secretary shall verify the number of valid signatures and present such petition to the Town Council of the Town. SECTION 14.06 Calling of Election to Amend Charter An election to amend the Charter shall not be held more often than once every two (2) years. Upon its own motion, or following presentation by the Town Secretary of a proper petition to amend with a sufficient number of valid signatures, the Town Council shall, by ordinance, order an election and set the date for holding such election. The date selected for the election and the ordinance ordering the election shall be in accordance with the Texas Election Code and the Texas Local Government Code. SECTION 14.07 Failure of the Town Council to Call an Election Following Receipt of Valid Petition to Amend In case that all the requirements of this Charter shall have been met and the Town Council shall fail or refuse to receive the petition to amend, or order such election, or discharge an y other duties imposed on the Town Council by the provisions of this Charter or state law with reference to such election to amend, then the District Judge of Collin County, Texas, shall discharge any of such duties herein provided to be discharged by the person performing the duties of Town Secretary or by the Town Council. Item 4c REDLINE Last Updated: 9/ϳ/2016 TOWN CHARTER TOWN OF PROSPER TEXAS TOWN CHARTER COMMISSION ApprovedAdopted by the Voters of the Town of Prosper on November 7, 2006 Revised May 14, 2011 Revised May 6, 2017 Commented [RB1]: Updated to reflect current Charter amendment. Page 1 of 49 Item 4c REDLINE Last Updated: 9/ϳ/2016 Page 2 of 49 Item 4c REDLINE Last Updated: 9/ϳ/ 2016 Mayor Charles Niswanger Town of Prosper 113 W. Broadway Prosper, Texas 75078 Dear Mayor Niswanger: Attached is the proposed Home Rule Charter for the Town of Prosper. The Charter Commission, which was appointed by the Town Council on the th day of , 2006, has completed its work and submits this Charter for approval by the voters. The Charter shall be submitted to the qualified voters of the Town of Prosper for adoption or rejection at a Town election, to be held on November 7, 2006, at which election if a majority of the qualified voters voting in such election shall vote in favor of the adoption of this Charter and the Town Council enters an order in the records of the Town declaring the Charter is adopted, it shall then immediately become the Charter and governing law of the Town of Prosper until amended or rejected. Submission of this Charter by sections being impractical, it is hereby prescribed that the form of ballot to be used in such election shall be as follows: FOR THE ADOPTION OF THE CHARTER AGAINST THE ADOPTION OF THE CHARTER The Town Secretary shall mail a copy of the Charter to each registered voter of the Town of Prosper not less than thirty (30) days prior to the date of the election. We, the duly elected and undersigned members of the Home Rule Charter Commission of the Town of Prosper, wish to express publicly our deep appreciation to you and the other officers and employees of the Town and to the citizens of the Town of Prosper for the support, encouragement, and the trust given our efforts in the preparation of this document. We submit to you and them our work, our interest, and our effort for implementation. Respectfully submitted, HOME RULE CHARTER COMMISSION Commented [RB2]: This section refers to the original Charter adoption and is obsolete. Page 3 of 49 Item 4c REDLINE Last Updated: 9/ϳ/2016 HOME RULE CHARTER OF THE TOWN OF PROSPER, TEXAS To be sSubmitted to a vote of the people on : Originally Submitted November 7, 2006 First Amendment Submitted May 14, 2011 Second Amendment Submitted May 6, 2017 Commented [RB3]: Updated to reflect current Charter amendment. Page 4 of 49 Item 4c REDLINE Last Updated: 9/ϳ/2016 TABLE OF CONTENTS ARTICLE I Form of Government and Boundaries Sec. 1.01 Form of Government 1 Sec. 1.02 The Boundaries 1 Sec. 1.03 Extension of Boundaries 1 ARTICLE II Powers of the Town Sec. 2.01 General Powers of the Town 2 Sec. 2.02 Public Improvements 2 Sec. 2.03 Miscellaneous Powers 2 ARTICLE III The Town Council Sec. 3.01 Composition 2 Sec. 3.02 Limitations on Terms Sec. 3.023 Qualifications of Town Council 3 Sec. 3.034 Compensation 3 Sec. 3.045 Mayor, Mayor Pro-Tem, and Deputy Mayor Pro-Tem 3 Sec. 3.056 Vacancies, Forfeiture and Filling of Vacancies 4 Sec. 3.067 Powers of the Town Council 4 Sec. 3.078 Prohibitions 5 Sec. 3.089 Meetings of the Town Council 6 Sec. 3.0910 Quorum and Voting 6 Sec. 3.101 Conflict of Interest 6 Sec. 3.112 Abstention 6 Sec. 3.123 Rules of Procedures 6 Sec. 3.134 Passage of Ordinances in General 6 Sec. 3.145 Emergency Ordinances 7 Sec. 3.156 Authentication, Recording, Codification, Printing and Distribution 7 Sec. 3.167 Investigations by the Town Council 8 Sec. 3.178 Bond 8 Sec. 3.189 Code of Ethics 8 ARTICLE IV Town Administration Sec. 4.01 Town Manager 8 Sec. 4.02 Town Secretary 10 Sec. 4.03 Municipal Court 10 Sec. 4.04 Town Attorney 11 Sec. 4.05 Administrative Departments, Offices and Agencies 11 Sec. 4.06 Personnel System 12 ARTICLE V Nominations and Elections Sec. 5.01 Town Elections 12 Sec. 5.02 Filing for Office 13 Sec. 5.03 Official Ballots 13 Commented [RB4]: Table of Contents has been updated to reflect deleted sections, new section numbers, and updated page numbers. Page 5 of 49 Item 4c REDLINE Last Updated: 9/ϳ/2016 Sec. 5.04 Official Results 13 Page 6 of 49 Item 4c REDLINE Last Updated: 9/ϳ/2016 Sec. 5.05 Taking of Office 14 ARTICLE VI Recall, Initiative, and Referendum Sec. 6.01 Scope of Recall 14 Sec. 6.02 Petitions for Recall 14 Sec. 6.03 Form of Recall Petition 14 Sec. 6.04 Various Papers Constituting Petition 15 Sec. 6.05 Presentation of Petition to the Town Council 15 Sec. 6.06 Public Hearing to be Held 15 Sec. 6.07 Calling of Recall Election 16 Sec. 6.08 Ballots in Recall Election 16 Sec. 6.09 Result of Recall Election 16 Sec. 6.10 Recall, Restrictions Thereon 16 Sec. 6.11 Failure of the Town Council to Call an Election-Recall 16 Sec. 6.12 General Power of Initiative and Referendum 16 Sec. 6.13 Initiative 17 Sec. 6.14 Referendum 17 Sec. 6.15 Voluntary Submission of Legislation by the Town Council. 17 Sec. 6.16 Form of Ballots 18 Sec. 6.17 Publication of Proposed and Referred Ordinances 18 Sec. 6.18 Adoption of Ordinances 18 Sec. 6.19 Inconsistent Ordinances 18 Sec. 6.20 Ordinances Passed by Popular Vote, Repeal or Amendment 18 Sec. 6.21 Further Regulations by the Town Council 18 Sec. 6.22 Failure of the Town Council to Call an Election-Initiative or Referendum 18 ARTICLE VII Financial Procedures Sec. 7.01 Fiscal Year 19 Sec. 7.02 Submission of Budget and Budget Message 19 Sec. 7.03 Budget Message 19 Sec. 7.04 Budget a Public Record 19 Sec. 7.05 Public Hearing on Budget 19 Sec. 7.06 Proceeding on Adoption of Budget 19 Sec. 7.07 Budget, Appropriation and Amount to be Raised by Taxation 20 Sec. 7.08 Contingent Reserve 20 Sec. 7.09 Amending the Budget 20 Sec. 7.10 Certification; Copies Made Available 20 Sec. 7.11 Capital Program 20 Sec. 7.12 Defect Shall Not Invalidate the Tax Levy 21 Sec. 7.13 Lapse of Appropriations 21 Sec. 7.14 Borrowing 21 Sec. 7.15 Purchasing 22 Sec. 7.16 Administration of Budget 22 Sec. 7.17 Depository 23 Sec. 7.18 Independent Audit 23 Sec. 7.19 Power to Tax 23 Sec. 7.20 Office of Tax Collector 23 Page 7 of 49 Item 4c REDLINE Last Updated: 9/ϳ/2016 Sec. 7.21 Taxes; When Due and Payable 23 Sec. 7.22 Tax Liens, Liabilities and Suits 24 ARTICLE VIII Boards and Commissions Sec. 8.01 Authority, Composition and Procedures 24 ARTICLE IX Planning & Zoning Commission Sec. 9.01 Organization 25 Sec. 9.02 Duties and Powers 25 Sec. 9.03 Procedure 26 Sec. 9.04 The Comprehensive Plan: Procedure and Legal Effect 26 Sec. 9.05 Board of Adjustment 27 ARTICLE X Utility and Public Service Franchises and Licenses Sec. 10.01 Authority 27 Sec. 10.02 Ordinance Granting Franchise 27 Sec. 10.03 Transfer of Franchise 27 Sec. 10.04 Franchise Value Not to be Allowed 27 Sec. 10.05 Right of Regulation 27 Sec. 10.06 Regulation of Rates 28 Sec. 10.07 Licenses 29 ARTICLE XI General Provisions Sec. 11.01 Public Records 29 Sec. 11.02 Official Newspaper 29 Sec. 11.03 Oaths 29 Sec. 11.04 Severability 29 Sec. 11.05 Wording Interpretation 29 Sec. 11.06 Town Depository 29 Sec. 11.07 Sale of Liquor Prohibited in Residential Districts 30 ARTICLE XII Legal Provisions Sec. 12.01 Assignment, Execution and Garnishment 30 Sec. 12.02 Security and Bond 30 Sec. 12.03 Notice of Claim 30 Sec. 12.04 Power to Settle Claims 30 Sec. 12.05 Service of Process Against the Town 30 Sec. 12.06 Judicial Notice 30 Sec. 12.07 Pending Matters 31 Sec. 12.08 Property Not Exempt from Special Assessments 31 Sec. 12.09 Town Council May Require Bonds 31 Sec. 12.10 Disaster Clause 31 ARTICLE XIII Transitional Provisions Sec. 13.01 Effective Date 31 Sec. 13.02 Continuation of Elective Offices 31 Page 8 of 49 Item 4c REDLINE Last Updated: 9/ϳ/2016 Sec. 13.03 ARTICLE Continuation of Operation XIV Nepotism, Prohibitions and Penalties 32 Sec. 14.01 Nepotism 32 Sec. 14.02 Equality of Rights 32 Sec. 14.03 Wrongful Influence 32 Sec. 14.04 Wrongful Interference 32 Sec. 14.05 Employee's Political Activities 32 Sec. 14.06 Penalties 32 Sec. 14.07 Indebtedness to Town 33 Sec. 14.08 Conflict of Interest 33 Sec. 14.09 No Officer to Accept Gifts, Etc 33 ARTICLE XV Review and Amendment of Charter Sec. 15.01 Charter Review Commission 34 Sec. 15.02 Petition to Amend Charter 34 Sec. 15.03 Form of Petition to Amend Charter 34 Sec. 15.04 Various Papers Constituting Petition to Amend 35 Sec. 15.05 Presentation of Petition to the Town Council 35 Sec. 15.06 Calling of Election to Amend Charter 35 Sec. 15.07 Failure of the Town Council to Call an Election Following Receipt of Valid Petition to Amend 35 Page 9 of 49 Item 4c Page 1 REDLINE Last Updated: ϵ/ϳͬ2016 HOME RULE CHARTER FOR THE TOWN OF PROSPER, TEXAS PREAMBLE We, the citizens of Prosper, Texas, in order to establish a Home Rule municipal government, provide for the future progress of our Town and obtain more fully the benefits of local self-government, and provide for the public welfare, hereby adopt this Home Rule Charter, in accordance with the statutes of the State of Texas; and do hereby declare the residents of the Town of Prosper, in Collin and Denton County, Texas living within the legally established boundaries of the said Town, to be a political subdivision of the State of Texas, incorporated forever under the name and style of the “Town of Prosper” with such powers, rights, privileges, authorities, duties, and immunities, as are herein provided. ARTICLE I Form of Government and Boundaries SECTION 1.01 Form of Government The municipal government provided by this Charter, shall be known as the “Council-Manager Government.”. Pursuant to its provisions, and subject only to the limitations imposed by the State Constitution, the statutes of this State, and by this Charter, all powers of the Town shall be vested in an elective council, hereinafter referred to as the “Town Council,”, which shall enact local legislation, adopt budgets, determine policies, and appoint the Town Manager, who in turn, shall be held responsible to the Town Council for the execution of the laws and the administration of the government of the Town. All powers of the Town shall be exercised in the manner prescribed by this Charter, or if the manner not be prescribed, then in such manner as may be prescribed by ordinance, the State Constitution, or by the statutes of the State of Texas. SECTION 1.02 The Boundaries The citizens of the Town, Collin and Denton County, Texas, residing within its corporate limits, as heretofore or hereafter established, are hereby constituted and shall continue to be a municipal body politic and corporate, in perpetuity, under the name of the “Town of Prosper” with such powers, privileges, rights, duties, authorities, and immunities, as are herein provided. The records of the Town of Prosper’s boundaries shall be kept on file with the Town Secretary. SECTION 1.03 Extension of Boundaries The boundaries of the Town may be enlarged and extended by the annexation of additional territory, irrespective of size and configuration, by the method hereinafter set forth: (1) The Town Council shall have the power by ordinance to fix the boundary limits of the Town and to provide for the alteration and extension of said boundary limits, and the annexation of additional territory lying adjacent to the Town, in any manner provided by law. Commented [RB5]: Grammatical error. Commented [RB6]: Grammatical error. Page 10 of 49 Item 4c Page 2 REDLINE Last Updated: ϵ/ 7/ 2016 (2) When any additional territory has been so annexed, same shall be a part of the Town and the property situated therein shall bear taxes levied by the Town, and the citizens thereof shall be entitled to all the rights and privileges of the other citizens of said Town, and shall be bound by the acts, ordinances, resolutions, and regulations of the Town. ARTICLE II Powers of the Town SECTION 2.01 General Powers of the Town The Town shall have all powers and rights of self-government and home rule that exists now or may be granted to municipalities by the Constitution and laws of the State of Texas, unless such power or right is expressly prohibited or restricted by this Charter. The enumeration of particular powers in this Charter shall not be held or deemed to be exclusive, and in addition to the powers enumerated herein, implied herein or appropriate to the exercise thereof, the Town shall have and may exercise all other powers which under the Constitution and laws of the State of Texas it would be competent for this Charter specifically to enumerate. SECTION 2.02 Public Improvements The Town shall have the power to, among other things, construct and maintain, within or without its corporate limits, public improvements as authorized by State statutes and such other public improvements as the Town Council shall determine to serve a public purpose of the Town, including but not limited to, constructing and maintaining streets, flood control and sanitary facilities, water and storm drainage facilities in, over, under or upon all public property or easements granted for that purpose and to levy assessments for the costs of such improvements. The Town shall have the power to collect attorney's fees for the collection of paving assessment in foreclosure cases as allowed under state law. It shall have the power to cause liens to be established for the purpose of securing the payment of such levies and shall have the power to compel the use of such improvements by the citizens of the Town. SECTION 2.03 Miscellaneous Powers The Town shall have the power to, among others, establish and maintain ordinances and regulations governing the use of lands within the Town and to enforce by all lawful means these ordinances and regulations, within and without its corporate limits. The Town shall have the power to authorize, regulate and inspect all construction and existing structures within or without its limits, consistent with state statutes, and to establish and enforce ordinances and regulations concerning their use, construction and reconstruction. The Town shall have the power to contract and be contracted with, to buy, sell, lease, lease-purchase, mortgage and/or manage property, to acquire property by donation or condemnation, and to control such property as its interests require. The Town shall have the power to license and regulate persons, corporations and associations engaged in any business, occupation, profession or trade when authorized by state law. The Town shall have all powers granted by any section of this Charter. Page 11 of 49 Item 4c Page 3 REDLINE Last Updated: ϵ/ 7/ 2016 ARTICLE III The Town Council SECTION 3.01 Composition (1) The “Town Council” shall be composed of a “Mayor” and six (6) “Council Members” elected under the Place System, with there being Places 1, 2, 3, 4, 5 and 6. The Mayor and each Council Member shall be elected at large, and unless sooner removed under the provisions of this Charter, shall serve for a term of three (3) years, and until their successor has been elected and duly qualified. All of the Town Council holding office at the time of passage of any amendments to this Charter shall continue to hold their respective office until the respective term for which they were elected expires. (2) Terms of the Council Members shall be staggered so that every year there shall be an election for two (2) of the Places as follows: Places 1 and 4; Places 2 and 6; and Places 3 and 5. The Mayor shall be elected in the same year as Places 1 and 4. SECTION 3.02 Limitations on Terms No person shall serve as Mayor for more than three (3) consecutive elected terms, and no person shall serve as Council Member for more than three (3) consecutive elected terms. No person shall serve as Council Member and Mayor (combined) for more than eighteen (18) consecutive years. For purposes of this Section 3.02 and computing the limitations on terms: (1) a Mayor or Council Member, who vacates, for any reason, Town office before the end of the term for which he or she was elected, shall be considered to have completed that term. (2) an appointment or election to fulfill an unexpired Council Member term, or unexpired Mayor term if applicable, shall be computed as follows: (i) if fifty percent (50%) or more of the term is remaining, it shall be included in the computation of term limits; or (ii) if less than fifty percent (50%) of the term is remaining, it shall not be included in the computation of term limits. Any Council Member or Mayor, who is ineligible to run for elected Town office due to the limitations on terms as provided herein, shall remain ineligible to hold an elected Town office for a period of ten (10) months following the expiration of the most recent term of Town office for which he or she was elected. To account for the transition to term limits, the term that each person on the Town Council is currently filling, as of January 1, 2011, and all terms consecutively served prior to that current term shall not count for purposes of determining whether three (3) consecutive terms have been served. SECTION 3.023 Qualifications of Town Council In addition to any other qualifications prescribed by law, the Mayor and each Council Member shall meet the qualifications set forth in Article V of this Charter while in office. Commented [RB7]: The Commission recommended removing Section 3.02 in its entirety. Commented [RB8]: Sections have been renumbered as needed. Page 12 of 49 Item 4c Page 4 REDLINE Last Updated: ϵ/ 7/ 2016 SECTION 3.034 Compensation The Town Council shall be entitled to reimbursement for actual reasonable expenses incurred in the performance of official duties. with the approval of the Town Council at a public meeting. SECTION 3.045 Mayor, Mayor Pro-Tem and Deputy Mayor Pro-Tem (1) The Mayor shall attend and preside at meetings of the Town Council. The Mayor shall participate in the discussion of all matters coming before the Town Council and shall have a vote on all matters before the Town Council. The Mayor shall also represent the Town in intergovernmental relationships, present an annual state of the Town message, and perform other duties specified by the Town Council and/or imposed by this Charter and by ordinances and resolutions passed in pursuance thereof. Additionally, the Mayor may sign, after authorization by the Town Council, all contracts and conveyances made or entered into by the Town and all bonds, warrants and any other obligation issued under the provisions of this Charter, in the manner prescribed in the ordinance or resolution authorizing the signing of any such obligation. The Mayor shall be recognized as head of the Town government for all ceremonial purposes, and by the Governor for purposes of military law, but shall have no regular administrative duties. (2) The Mayor Pro-Tem shall be a Council Member elected by the Town Council at the first regular meeting after each election of Council Members and/or Mayor or at the first regular meeting after any applicable run-off election, whichever is later. The Mayor Pro-Tem shall act as Mayor during the disability or absence of the Mayor, and in this capacity shall have the rights conferred upon the Mayor. (3) The Deputy Mayor Pro-Tem shall be a Council Member elected by the Town Council at the first regular meeting after each election of Council Members and/or Mayor or at the first regular meeting after any applicable run-off election, whichever is later. The Deputy Mayor Pro-Tem shall act as Mayor during the disability or absence of the Mayor and Mayor Pro-Tem, and in this capacity shall have the rights conferred upon the Mayor. SECTION 3.056 Vacancies, Forfeiture and Filling of Vacancies (1) The office of a Council Member or the Mayor shall become vacant upon his or her death, resignation, forfeiture of, or removal from office by any manner authorized by law. (2) If any member of the Town Council is absent from three (3) consecutive regular meetings, or twenty-five percent (25%) of regularly scheduled meetings during the twelve-month (12-month) period immediately preceding and including the absence in question (the “12-month period”),, without explanation acceptable to a majority of the remaining members of the Town Council, his or her office shall be declared vacant at the next regular meeting of the Town Council by resolution. The 12-month period shall not begin until June 1, 2012. (3) Any person on the Town Council who ceases to possess the required qualifications for office or who is convicted of a felony or of a misdemeanor involving moral turpitude or is convicted of violating any state laws regulating conflicts of interest of municipal officers shall forfeit his or her office. Every forfeiture shall be declared and enforced by the Town Council. Commented [RB9]: The Commission recommended adding the word “reasonable,” and removing the last phrase of this sentence. Council is reimbursed in accordance with the Town’s travel and reimbursement policies. Commented [RB10]: This phrase is redundant. Commented [RB11]: This phrase pertains to the 2011 Charter amendment and is obsolete. Page 13 of 49 Item 4c Page 5 REDLINE Last Updated: ϵ/ 7/ 2016 (4) If there is a vacancy in the office of Mayor, a new Mayor shall be elected by special election within one hundred twenty (120) days after such vacancy occurs, in accordance with the Texas Constitution and the Texas Election Code. (5) A vacancy in the office of a Council Member, shall be filled by special election within one hundred twenty (120) days after such vacancy occurs, in accordance with the Texas Constitution and the Texas Election Code. If the vacated office is that of Mayor Pro-Tem or Deputy Mayor Pro-Tem, the Town Council shall elect a new Mayor Pro-Tem or Deputy Mayor Pro-Tem at the next regular meeting. (6) Vacancies filled by special election shall be for the remainder of the term that was vacated. (4) A vacancy on the Town Council shall be filled by election in accordance with the Texas Constitution; however, a vacancy may be filled by appointment if the vacancy is created in an unexpired term having twelve (12) months or less remaining thereupon. The Mayor or Council Member thus elected or appointed shall serve for the unexpired portion of the term of the vacated position. SECTION 3.067 Powers of the Town Council All powers of the Town and the determination of all matters of policy shall be vested in the Town Council. Except where in conflict with and otherwise expressly provided by this Charter, the Town Council shall have all powers authorized to be exercised by the Constitution and laws of the United States and the State of Texas and the acts amendatory thereof and supplementary thereto, now or hereafter enacted. Without limitation of the foregoing and among the other powers that may be exercised by the Town Council, the following are hereby enumerated for greater certainty: (1) Appoint and remove the Town Manager; (2) Appoint and remove the Municipal Judge(s) of the Municipal court; (3) Appoint and remove the Town Attorney; (4) Designate items to appear on a future agenda of a Town Council meeting for consideration and/or discussion; (5) Establish administrative departments; (6) Adopt the budget of the Town; (7) Collectively inquire into the conduct of any office, department or agency of the Town and make investigations as to municipal affairs; (8) Provide for a Planning & Zoning Commission and a Board of Adjustment and other boards as deemed necessary, and appoint the members of all such boards and commissions. Such boards and commissions shall have all powers and duties now or hereafter conferred and created by this Charter, by Town ordinance or by law; (9) Adopt and modify the official map of the Town; (10) Adopt, modify and carry out plans in cooperation with the Planning & Zoning Commission for the replanning, improvement and redevelopment of specific areas of the Town; (11) Adopt, modify and carry out plans in cooperation with the Planning & Zoning Commission for the replanning, reconstruction or redevelopment of any area or district which may have been destroyed in whole or part by disaster; (12) Regulate, license and fix the charges or fares made by any person owning, operating or controlling any vehicle of any character used for the carrying of passengers for hire on the public streets and alleys of the Town; (13) Provide for the establishment and designation of fire limits and prescribe the kind Commented [RB12]: The Commission recommended repealing existing subsections 4, 5,6, and replacing with new subsection 4. The Texas Constitution allows for this provision to fill a vacancy. Page 14 of 49 Item 4c Page 6 REDLINE Last Updated: ϵ/ 7/ 2016 and character of buildings or structures or improvements to be erected therein; provide for the erection of fireproof buildings within certain limits; and provide for the condemnation of dangerous structures of buildings or dilapidated buildings or Page 15 of 49 Item 4c Page 7 REDLINE Last Updated: ϵ/ 7/ 2016 buildings calculated to increase the fire hazard, and the manner of their removal or destruction; (14) Fix and regulate rates and charges of all utilities and public services; (15) Adopt plats, unless the Town Council votes to give this authority to the Planning & Zoning Commission or Town staff. SECTION 3.078 Prohibitions (1) Except where authorized by law or by this Charter, no Mayor or Council Member shall hold any other Town office or Town employment during his or her term as Mayor or Council Member. No former Mayor or Council Member shall hold any compensated appointive office or Town employment until one (1) year after the expiration of the term for which they were elected or appointed to the Town Council. (2) Members of the Town Council shall not in any way dictate the appointment or removal of the Town administrative officers or employees whom the Town Manager or any of the Town Manager’s subordinates are empowered to appoint. The Town Council, at a meeting called for that purpose, may express its views and fully and freely discuss with the Town Manager anything pertaining to appointment and removal of such officers and employees. (3) Except for the purpose of inquiries and investigations as provided by this Charter, the Town Council shall deal with Town officers and employees who are subject to the direction and supervision of the Town Manager solely through the Town Manager. The Town Council shall not give orders to any such officer or employee either publicly or privately except as otherwise provided in this Charter. SECTION 3.089 Meetings of the Town Council (1) The Town Council shall hold at least one (1) regular meeting each month and as many additional meetings as it deems necessary to transact the business of the Town. The Town Council shall fix by ordinance the date and time of the regular meetings. (2) Special meetings of the Town Council shall be held at the call of the Mayor or a majority of the Council Members upon provision of public notice in accordance with state law. (3) Except as provided by state law, all Town Council meetings shall be open to the public and shall be held and notice given in accordance with the Texas Open Meetings Act. SECTION 3.0910 Quorum and Voting Four (4) members of the Town Council shall constitute a quorum for the purpose of transaction of business. No action of the Town Council, except as specifically provided in this Charter, shall be valid or binding unless adopted by the affirmative vote of a majority of the Town Council present. If a certain percentage of affirmative votes to pass a measure is required, the number of affirmative votes must be measured against the entire qualified Town Council, not just the number present and voting. Page 16 of 49 Item 4c Page 8 REDLINE Last Updated: ϵ/ 7/ 2016 SECTION 3.101 Conflict of Interest Page 17 of 49 Item 4c Page 9 REDLINE Last Updated: ϵ/ϳͬ2016 Should any person on the Town Council have a conflict of interest, pursuant to any state laws and/or Town ordinances regulating conflicts of interest of municipal officers, with an agenda item then before the Town Council, he or she shall openly declare same before discussion proceeds, and he or she is thereby prohibited from discussing the item or voting on the question, and is not considered as present and voting for the purposes of calculating the outcome of a vote. SECTION 3.112 Abstention Should any person on the Town Council choose to abstain from voting on any question before the Town Council, where no conflict of interest exists, the person’s vote shall be recorded as an abstention a negative vote in the official minutes of the meeting. SECTION 3.123 Rules of Procedure The Town Council shall determine, which may be done by ordinance, resolution or otherwise, its own rules of order and business. The Town Council shall provide that the citizens of the Town shall have a reasonable opportunity to clearly hear and be heard at public hearings with regard to specific matters under consideration. The Town Council shall provide for minutes to be taken and recorded for all public meetings as required by law. Such minutes shall be a public record and shall be kept and maintained by the person performing the duties of the Town Secretary. SECTION 3.134 Passage of Ordinances in General (1) The Town Council shall legislate by ordinance only, and the enacting clause of every ordinance shall be “Be it ordained by the Town Council of the Town of Prosper, Texas . . . .”. Each proposed ordinance shall be introduced in the written or printed form required for adoption. No ordinance shall contain more than one (1) subject which shall be clearly expressed in its title. General appropriation ordinances may contain various subjects and accounts for which monies are to be appropriated. After adoption, an ordinance shall not be amended or repealed except by the adoption of another ordinance amending or repealing the original ordinance. Copies of any proposed ordinance, in the form required for adoption, shall be furnished to the Town Council. Copies of the proposed ordinance, in the form required for adoption, shall be available at the Town offices and shall be furnished citizens upon request to the Town Secretary from and after the date on which such proposed ordinance is posted as an agenda item for a Town Council meeting and, if amended, shall be available and furnished in amended form for as long as the proposed ordinance is before the Town Council. (2) A proposed ordinance which has been amended in substance after its placement on the agenda for a Town Council meeting may not be voted on at such meeting. Such amended ordinance shall be placed upon the agenda of a subsequent meeting of the Town Council in accordance with the provisions of this Article. All persons interested in such ordinance shall have a reasonable opportunity to be heard. (3) Unless otherwise required by law, every ordinance shall become effective upon adoption or at any later time(s) specified in the ordinance, except that every ordinance imposing any penalty, fine or forfeiture shall become effective only after having been published once in its entirety or summary form after adoption, in a newspaper designated as the official newspaper of the Town. Commented [RB13]: The Commission recommended this change to more accurately reflect the actual vote results in the official minutes of the meeting. Similar change made in Section 9.03. Page 18 of 49 Item 4c Page REDLINE Last Updated: ϵ/ 7/ 2016 (4) If a majority of the Town Council present request that the ordinance title and caption or its entirety be read, it must be read. SECTION 3.145 Emergency Ordinances (1) The Town Council may adopt emergency ordinances only to meet public emergencies affecting life, health, property or the public peace. In particular, such ordinances shall not levy taxes, grant or renew or extend a franchise, or regulate the rate charged by any public utility for its services. Neither shall they authorize the borrowing of money except as provided elsewhere in this Charter. (2) An emergency ordinance shall be introduced in the form and manner generally prescribed for ordinances, except that they shall be plainly designated in the title as an emergency ordinance and shall contain after the enacting clause a declaration stating that an emergency exists and describing the emergency in clear and specific terms. (3) An emergency ordinance may be introduced at any Town Council meeting and can be adopted with or without amendment or rejected at the meeting at which it is introduced. The affirmative vote of at least five (5) members of the Town Council shall be required for adoption. (4) Emergency ordinances shall become effective upon adoption and shall be published as soon thereafter as practicable. Every emergency ordinance so adopted, except one authorizing the borrowing of money as described herein, is automatically repealed as of the sixty-first (61st) day following the day on which it became effective. The ordinance may be re-enacted if the emergency still exists. SECTION 3.156 Authentication, Recording, Codification, Printing and Distribution (1) All ordinances and resolutions adopted by the Town Council shall be authenticated by seal and signature of the person performing the duties of the Town Secretary and numbered consecutively as adopted. They shall be properly indexed and placed in a book kept open for public inspection. (2) The Town Council may codify the ordinances of the Town. If adopted, the codification shall be known and cited as “The Prosper Town Code” and shall be in full force and effect without the necessity of such code or any part thereof being published in any newspaper. The caption, descriptive clause and other formal parts of the ordinances of the Town may be omitted without affecting the validity of such ordinances when codified. Every general ordinance enacted subsequent to such codification shall be enacted as an amendment to the code. For the purpose of this section, general ordinances shall be deemed to be those ordinances of a permanent or continuing nature which affect the residents of the Town at large. Copies of the code shall be furnished to Town Officers, placed in Town offices and made available for purchase by the public at a reasonable price to be fixed by the Town Council. (3) The Town Council shall cause all ordinances and amendments to this Charter to be printed promptly following their adoption. A copy of each ordinance and amendment shall be placed in appropriate Town offices for public reference. Printed ordinances and Charter amendments shall be sold to the public at a reasonable price to be fixed by the Town Council. Page 19 of 49 Item 4c Page REDLINE Last Updated: ϵ/ 7/ 2016 SECTION 3.167 Investigations by the Town Council The Town Council shall have the power to inquire into the official conduct of any department, agency, office, officer or employee of the Town. For that purpose, the Town Council shall have the power to administer oaths, subpoena witnesses and compel the production of books, papers or other evidence material to the inquiry. The Town Council shall provide, by ordinance, penalties for contempt for failing or refusing to obey any such subpoena or to produce any such books, papers, or other evidence, and shall have the power to punish any such contempt in the manner provided by the ordinance. SECTION 3.178 Bond The Town Council shall require all municipal officers and employees who receive or pay out any monies of the Town to be bonded or cause each to be covered under a Public Employee Dishonesty Property Crime Coverage Policy with a company that maintains a minimum rating of “A” by A.M. Best’s Key Rating Guide, or other equivalent rating service(s), authorized to transact business in the State of Texas. The amount of the bonds or policy coverage limits shall be determined by the Town Council and the cost shall be borne by the Town. SECTION 3.189 Code of Ethics The Town Council shall adopt and maintain, by ordinance or resolution, a Code of Ethics for the purpose of, among other things, establishing and defining the bounds of reasonable ethical behavior by the Town Council and all appointed Town Officials. ARTICLE IV Town Administration SECTION 4.01 Town Manager (1) The Town Council shall appoint, upon the affirmative vote of a majority of the full membership of the Town Council, a Town Manager who shall serve as Chief Administrative Officer of the Town. The Town Manager shall be responsible to the Town Council for administration of all the affairs of the Town, with only those exceptions that are named in this Charter. The Town Manager shall be appointed solely upon the Town Manager’s executive, administrative and educational qualifications. The Town Manager need not be a resident of the Town when appointed, but shall, if required by the Town Council, reside within the Town during the balance of the tenure of his or her appointment. (2) The Town Council shall fix the compensation of the Town Manager, and the Town Manager’s compensation may be amended, from time to time, in accordance with the Town Manager’s experience, qualifications and performance. (3) The Town Manager shall be appointed for an indefinite term, and may be removed at the discretion of the Town Council by the affirmative vote of a majority of the full membership of the Town Council. Upon decision to remove the Town Manager, notice, in writing, of such decision shall be furnished to him or her. Page 20 of 49 Item 4c Page 10 REDLINE (4) In case of the absence, disability or suspension of the Town Manager, the Town Council may designate a qualified administrative officer of the Town to perform the duties of the office. (5) The Town Manager shall: (A) Appoint, suspend and remove all Town employees and appointive administrative officers provided for in this Charter, except as otherwise provided by law, this Charter or personnel rules adopted pursuant thereto; (B) Direct and supervise the administration of all departments, offices and agencies of the Town, except as otherwise provided by law or this Charter; (C) See that all state laws and Town ordinances are effectively enforced; (D) Attend all Town Council meetings, with the right to take part in discussion, but the Town Manager shall not vote; (E) Prepare and accept, or designate an appropriate department head or Town employee to prepare and accept, items for inclusion in the official agenda of all Town Council meetings and meetings of all boards and commissions; (F) Prepare and recommend to the Town Council the annual budget and capital program, and administer the budget as adopted by the Town Council; (G) Keep the Town Council fully advised at least quarterly as to the financial conditions and future needs of the Town, and make such recommendations concerning the affairs of the Town, as the Town Manager or the Town Council deems desirable or necessary; (H) Make reports as the Town Manager or the Town Council may require concerning the operations of the Town departments, offices, or agencies subject to the Town Manager’s direction or supervision; and (I) Perform such other duties as are specified in this Charter or may be required by the Town Council, and are consistent with this Charter or state or federal law. SECTION 4.02 Town Secretary (1) The Town Manager shall be responsible for hiring and terminating the Town Secretary. (2) The Town Manager shall fix the compensation of the Town Secretary, and the Town Secretary’s compensation may be amended, from time to time, in accordance with the Town Secretary’s experience, qualifications and performance. (3) The Town Secretary shall: (A) Give notice of all official public meetings of the Town Council in a manner consistent with this Charter and state laws; (B) Attend all public meetings and hearings of the Town Council; (C) Keep the minutes of the proceedings of all public official meetings and hearings of the Town Council in a manner prescribed by the Town Council consistent with applicable law; (D) Act as custodian of all official records of the Town Council; (E) Hold and maintain the seal of the Town and affix this seal to all appropriate documents; (F) Authenticate by signature and seal and record all ordinances, resolutions and proclamations of the Town; and Page 21 of 49Last Updated: 9/7/2016 Item 4c Page 11 REDLINE (G) Perform such other duties as may be required by the Town Manager consistent with this Charter and the laws of the State of Texas. SECTION 4.03 Municipal Court (1) The Town Council shall establish and cause to be maintained a Municipal Court. The Court shall have all the powers and duties as are now, or as may be, prescribed by the laws of the State of Texas. (2) The Town Council shall appoint by the affirmative vote of a majority of the full membership of the Town Council such Municipal Judges of the Municipal Court as may be necessary. The Municipal Judge(s) of the Municipal Court(s) shall be appointed to a term of two (2) years and may be appointed to additional consecutive terms upon completion of his/her/their term(s) of office. The appointment of the Municipal Judge(s) may be terminated at any time by the affirmative vote of a majority of the full membership of the Town Council. The Municipal Judge(s) shall receive compensation as may be determined by the Town Council. (3) In the event of failure of any Municipal Judge to perform his or her duties, the Mayor shall act in the Municipal Judge’s place and stead (and in the event of a vacancy, until a Municipal Judge is appointed by the Town Council to fill the vacancy). If the Mayor acts as Municipal Judge, the Mayor shall be compensated at the same salary, if any, as the Municipal Judge for whom the Mayor is acting. (4) The Clerk and Deputy Clerks of the Municipal Court(s) shall have the power to administer oaths, certify affidavits, make certificates, affix the seal of the Court, and perform all usual and necessary clerical acts in conducting the business of the Court(s) including but not limited to, the keeping of records and accounts of the Municipal Court(s). (5) All special expenses and fines imposed by the Municipal Court(s) shall be paid into the Town Treasury for the use and benefit of the Town, as may be consistent with present and future laws. SECTION 4.04 Town Attorney (1) The Town Council shall appoint by the affirmative vote of a majority of the full membership of the Town Council a competent, duly qualified licensed and practicing attorney in the State of Texas who shall serve as the Town Attorney. (2) The Town Attorney shall: (A) Serve as the legal advisor to the Town Council and Town Manager; (B) Represent the Town in litigation and legal proceedings as directed by the Town Council and the Town Manager; and (C) Review and provide opinions as requested by the Town Council or Town Manager on contracts, legal instruments, ordinances of the Town and other Town business. (3) The Town Council shall have the right to retain special counsel at any time that it may deem necessary and appropriate. (4) The Town Attorney and Special Counsel shall receive compensation as may be determined by the Town Council. (5) The Town Attorney, with approval of the Town Council, may select additional attorneys to act for him or her and the Town in its representation and/or litigation. Page 22 of 49Last Updated: 9/7/2016 Item 4c Page 12 REDLINE (6) The Town Attorney may be removed by the affirmative vote of a majority of the full membership of the Town Council. SECTION 4.05 Administrative Departments, Offices and Agencies (1) The Town Council may, after hearing recommendations of the Town Manager, establish, abolish, redesignate and/or combine departments, offices or agencies in addition to those provided for by this Charter, and may prescribe the functions and duties of such departments, offices and agencies. (2) Except as provided elsewhere in this Charter, all departments, offices and agencies of the Town shall be under the direction and supervision of the Town Manager, and shall be administered by officers appointed by and subject to the direction and supervision of the Town Manager. The Town Manager may, with the consent of the Town Council, serve as the head of one (1) or more Town departments, offices or agencies or appoint one (1) person as head of two (2) or more of them. (3) The Town Manager may appoint a Town Tax Collector, whose duties and functions shall be those usual to the office and consistent to existing or future laws of the State of Texas as they may apply to Town or County Tax Collectors. The Town Manager may recommend that the Town Council enter into an outside contract for such services. SECTION 4.06 Personnel System (1) Personnel rules shall be prepared by the Town Manager and presented to the Town Council, who may adopt them by ordinance, with or without amendment. The adopted rules shall establish the Town as an Equal Opportunity Employer and shall govern the equitable administration of the Personnel System of the Town. (2) The adopted rules shall provide for the following requirements: (A) A pay and benefit plan for all Town employment positions; (B) A plan for working hours, attendance policy and regulation and provision for sick and vacation leave; (C) Procedure for the hearing and adjudication of grievances; (D) Additional practices and procedures necessary to the beneficial and equitable administration of the Town's personnel system; (E) A plan for annual oral and written evaluation based on a job description for all Town employees by their immediate supervisor, including evaluation of the Town Manager, Town Secretary, Municipal Judge, and Town Attorney by the Town Council; and (F) Procedure for the giving and receiving of gifts by Town employees. ARTICLE V Nominations and Elections SECTION 5.01 Town Elections (1) All Town elections shall be conducted in accordance with the Texas Election Code. Page 23 of 49Last Updated: 9/7/2016 Item 4c Page 13 REDLINE (2) The regular Town election shall be held annually on the uniform election date second Saturday in May or such other date as required by the Texas Election Code. The Town Council shall be responsible for specification of places for holding such elections. (3) The Town Council may, by resolution, order a special election for purposes consistent with this Charter and laws of the State of Texas. The Town Council will fix the time and places for such a special election, and provide all means for holding same. (4) Municipal elections shall be conducted by election officials appointed by the Town Council, or as prescribed by law. Sample ballots identical in format to those used in the specific election shall be posted in the voting place(s) for the purpose of voter orientation. (5) All municipal elections shall be publicized in accordance with the Texas Election Code. (6) A sample ballot shall be published twice in the official newspaper of the Town. SECTION 5.02 Filing for Office (1) Candidates for elective Town offices shall file for office in accordance with the Texas Election Code. (2) Candidates for elective Town offices shall meet the following qualifications: (A) Shall be at least eighteen (18) years of age at the time of the election for which they are filing; (B) Shall meet all requirements to be a qualified voter set forth in the Texas Election Code, and shall have been a registered voter in the Town of Prosper for at least twelve (12) months immediately preceding the filing date; at the time of he election for which they are filing; (C) Shall have resided within the corporate limits of the Town , or recently annexed territory, for at least twelve (12) months immediately preceding the filing date; (D) Shall not, at the time of filing or while in office, be in arrears in payment of taxes or other liabilities due the Town after notice of any delinquency; (DE) No candidate may file in a single election for more than one (1) office or position as provided by this Charter; (EF) No employee of the Town shall continue in such position after filing for an elective office provided for in this Charter; (EG) The office of an incumbent elected Town official shall become vacant when the person holding such office files an application to have his or her name placed on an official ballot as a candidate for any elective public office other than the one such person holds, unless otherwise prohibited by law; and (FH) Shall comply with all other Town ordinances or resolutions that may be applicable. (3) If a member of any board or commission appointed by the Town Council shall announce candidacy or becomes a candidate for election to the Town Council, he shall immediately forfeit the board or commission position with the Town. SECTION 5.03 Official Ballots (1) The name of each candidate seeking elective office, except those who have Commented [RB14]: In 2015, the legislature changed the Uniform Election Date from the second Saturday in May to the first Saturday in May. Commented [RB15]: The Commission recommended removing subsections 4, 5, and 6; all Town elections are held in accordance with the Texas Election Code, which provides for notice and publication requirements. Commented [RB16]: The Commission recommended increasing the length of residency for individuals filing as candidates for Town Council. Commented [RB17]: Commission recommended removing this phrase since there is very little land left to annex. Commented [RB18]: This provision is unconstitutional. Similar provision removed from Section 14.07. Commented [RB19]: Section 150.041 of the Local Government Code prohibits this provision. Commented [RB20]: The Commission recommended adding this provision. Page 24 of 49Last Updated: 9/7/2016 Item 4c Page 14 REDLINE withdrawn, died, or become ineligible, shall be printed on the official ballot in the form designated by the candidate in accordance with the Texas Election Code. If two (2) or more candidates have the same surname, their residence addresses shall be printed with their names on the ballot. The official ballot will be prepared in accordance with the Texas Election Code. Commented [RB21]: The Commission recommended removing revising this provision to ensure conformity with the Election Code. Page 25 of 49Last Updated: 9/7/2016 Item 4c Page 15 REDLINE (2) The order of the names of the candidates on the ballot shall be determined by lot in a public drawing to be held under the supervision of the person performing the duties of the Town Secretary in accordance with the Texas Election Code. (3) Procedures for voting by absentee ballot shall be consistent with the Texas Election Code. (4) An ordinance, bond issue, or Charter amendment to be voted on by the voters of the Town shall be presented for voting by a clear, concise statement of the proposition, approved by the Town Council, which statement shall describe the substance of the measure without argument or prejudice. (5) Procedures for write-in votes shall be consistent with the Texas Election Code. SECTION 5.04 Official Results (1) The candidate for elective office receiving a majority of the votes cast shall be declared the winner. In the event that no candidate receives a majority of all votes cast for any one place at such election, the Town Council shall, upon completion of the official canvass of the ballots, issue a call for a runoff election to be held within thirty (30) days following the issuance of such call, or in accordance with the Texas Election Code. At such runoff election, the two (2) candidates receiving the highest number of votes (or three (3) persons in case of tie for second place) for any one place in the first election shall again be voted for. (2) The returns of every municipal election shall be handled in accordance with the Texas Election Code. These returns shall be delivered from the election judges to the person performing the duties of the Town Secretary and the Mayor at Town Hall as soon as possible after the closing of the polls. Election returns, general and special, shall be presented to the Town Council at their next meeting following the election, at which time the Town Council shall canvass and declare the results of the election, which shall be recorded in the minutes of the meeting. SECTION 5.05 Taking of Office (1) Each newly elected person to the Town Council shall be inducted sworn into office at the next meeting following the declaration of the results of the election. first regular Town Council meeting following the election. (2) At such meeting the oath shall be in accordance with the Town Charter. ARTICLE VI Recall, Initiative, and Referendum SECTION 6.01 Scope of Recall Any elected Town official, whether elected to office by registered voters or appointed by the Town Council to fill a vacancy, shall be subject to recall and removal from office by the registered voters of the Town on grounds of incompetency, misconduct, or malfeasance in office. SECTION 6.02 Petitions for Recall Before the question of recall of such officer shall be submitted to the registered voters of the Town, a petition demanding such question to be so submitted shall first be filed with the person Commented [RB22]: Clarifies terminology. Commented [RB23]: This change clarifies the time at which the oath of office is administered. Page 26 of 49Last Updated: 9/7/2016 Item 4c Page 16 REDLINE performing duties of Town Secretary, which said petition must be signed by qualified voters of the Page 27 of 49Last Updated: 9/7/2016 Item 4c Page 17 REDLINE Town of at least thirty percent (30%) of the number of voters voting in the last regular Town election, or one hundred and fifty (150), whichever is greater. Each signature on a recall petition shall conform to the requirements for information as set forth in the Texas Election Code, as amended. SECTION 6.03 Form of Recall Petition The recall petition mentioned above must be addressed to the Town Council of the Town, must be distinctly and specifically pointed to the grounds upon which such petition for removal is predicated, and, if there be more than one (1) ground, said petition shall specifically state each ground with such certainty as to give the officer sought to be removed notice of the matters and things with which the officer is charged. The petition shall be verified by oath in the following form: “State of Texas” County of I, , being first duly sworn, on oath depose and say that I am one of the signers of the above petition, and that the statements made therein are true, and that each signature appearing thereto was made in my presence on the day and date it purports to have been made, and I solemnly swear that the same is the genuine signature of the person it purports to be. Signature Sworn and subscribed before me this day of , 20 . Signed Notary Public in and for State of Texas SECTION 6.04 Various Papers Constituting Recall Petition The petition may consist of one (1) or more copies, or subscription lists, circulated separately, and the signatures thereto may be upon the paper or papers containing the form of petition, or upon other paper attached thereto. Verifications provided for in Section 6.03 of this Article may be made by one (1) or more petitioners, and the several parts of copies of the petition may be filed separately and by different persons, but no signatures to such petition shall remain effective or be counted which were placed thereon more than one hundred eighty (180) days, or such other length of time as may be allowed by the Texas Election Code, prior to the filing of such petition or petitions with the person performing the duties of Town Secretary. All papers comprising a recall petition shall be filed with the person performing the duties of Town Secretary on the same day, and the said person performing the duties of Town Secretary shall immediately notify, in writing, the officer so sought to be removed, by mailing such notice to the officer’s Town address. SECTION 6.05 Presentation of Petition to the Town Council Page 28 of 49Last Updated: 9/7/2016 Item 4c Page 18 REDLINE Within twenty-one (21) days after the date of the filing of the papers constituting the recall petition, the person performing the duties of Town Secretary shall verify the number of valid signatures and present such petition to the Town Council of the Town. SECTION 6.06 Public Hearing to be Held The officer whose removal is sought may, within seven (7) days after such recall petition has been presented to the Town Council, request that a public hearing be held to permit him or her to present the facts pertinent to the charges specified in the recall petition. In this event, the Town Council shall order such public hearing to be held, not less than five (5) days nor more than fifteen (15) days after receiving such request for a public hearing. SECTION 6.07 Calling of Recall Election If the officer whose removal is sought does not resign, then the Town Council shall order an election and set the date for holding such recall election. The date selected for the recall election shall be in accordance with the Texas Election Code. If after the recall election date is established, the officer vacates his or her position, the election shall be cancelled. SECTION 6.08 Ballots in Recall Election Ballots used at recall elections shall conform to the following requirements: (1) With respect to each person whose removal is sought, the question shall be submitted: “Shall by recall?” be removed from the office of (2) Immediately below each such question there shall be printed the following words, one above the other, in the order indicated: “Yes” “No” SECTION 6.09 Result of Recall Election If a majority of the votes cast at a recall election shall be “No”, that is against the recall of the person named on the ballot, the officer shall continue in office for the remainder of his or her unexpired term, subject to recall as before. If a majority of the votes cast at such election be “Yes”, that is for the recall of the person named on the ballot, the officer shall, regardless of any technical defects in the recall petition, be deemed removed from office and the vacancy be filled by the Town Council as provided in this Charter. SECTION 6.10 Recall, Restrictions Thereon No recall petition shall be filed against any officer of the Town within three (3) months after the officer’s election, nor within three (3) months after an election for such officer's recall. SECTION 6.11 Failure of the Town Council to Call an Election-Recall In case that all the requirements of this Charter shall have been met and the Town Council shall fail or refuse to receive the recall petition, or order such recall election, or discharge any other duties imposed on the Town Council by the provisions of this Charter with reference to such recall, then the District Judge of Collin County, Texas, shall discharge any of such duties herein provided to be discharged by the person performing the duties of Town Secretary or by the Town Council. Page 29 of 49Last Updated: 9/7/2016 Item 4c Page 19 REDLINE SECTION 6.12 General Power of Initiative and Referendum The registered voters of the Town, in addition to the method of legislation herein before provided, shall have the power of direct legislation by the initiative and referendum. (1) Initiative: Such power shall not extend to the budget or capital program or any ordinance not subject to initiative as provided by state law, relating to appropriation of money, issuing of bonds, levy of taxes or salaries of Town officers or employees. (2) Referendum: Such power shall not extend to the budget or capital program or any emergency ordinance or ordinance not subject to referendum as provided by state law, relating to appropriation of money, issuing of bonds, or levy of taxes. SECTION 6.13 Initiative Following a review by the Town Attorney for enforceability and legality, registered voters of the Town may initiate legislation by submitting a petition addressed to the Town Council which requests the submission of a proposed ordinance or resolution to a vote of the registered voters of the Town. Said petition must be signed by qualified voters of the Town of at least thirty percent (30%) of the number of voters voting in the last regular Town election, or one hundred and fifty (150), whichever is greater, and each copy of the petition shall have attached to it a copy of the proposed legislation. The petition shall be signed in the same manner as recall petitions are signed, as provided in this Article, and shall be verified by oath in the manner and form provided for recall petitions in this Article. The petition may consist of one (1) or more copies as permitted for recall petitions. Such petition shall be filed with the person performing the duties of Town Secretary. Within twenty-one (21) days after the filing of such petition, the person performing the duties of Town Secretary shall present said petition and proposed ordinance or resolution to the Town Council. Upon presentation to the Town Council, it shall become the duty of the Town Council, within two (2) regularly scheduled Town Council meetings after the receipt thereof, to pass and adopt such ordinance or resolution without alteration as to meaning or effect in the opinion of the persons filing the petition, or to call a special election, to be held within thirty (30) days thereafter and/or on a date allowed under the Texas Election Code, at which the registered voters of the Town shall vote on the question of adopting or rejecting the proposed legislation. However, if any other municipal election is to be held within sixty (60) days after the filing of the petition, the question may be voted on at such election. Any election order so issued shall comply fully with the Texas Election Code. Unless otherwise provided by law, any election for an initiative under this Charter shall be held on the first authorized uniform election date that occurs after the sixty-fifth (65th) day after the petition was presented to the Town Council. SECTION 6.14 Referendum Registered voters of the Town may require that any ordinance or resolution, with the exception of ordinances or resolutions appropriating money, authorizing the issuance of public securities or levying taxes, passed by the Town Council be submitted to the voters of the Town for approval or disapproval, by submitting a petition for this purpose within thirty (30) days after final passage of said ordinance or resolution, or within thirty (30) days after its publication. Said petition shall be addressed, signed, and verified as required for recall petitions in this Article and shall be submitted to the person performing the duties of Town Secretary. Immediately upon the filing of such petition, the person performing the duties of Town Secretary shall present said petition to the Town Council. Thereupon the Town Council shall immediately reconsider such ordinance or resolution Page 30 of 49Last Updated: 9/7/2016 Item 4c Page 20 REDLINE and, if the Town Council does not entirely repeal the same, shall submit it to popular vote as provided in Section 6.13 of this Charter. Pending the holding of such election, each ordinance or resolution shall be suspended from taking effect and shall not later take effect unless a majority of the qualified voters voting thereon at such election shall vote in favor thereof. Unless otherwise provided by law, any election for a referendum under this Charter shall be held on the first authorized uniform election date that occurs after the sixty-fifth (65th) day after the petition was presented to the Town Council. SECTION 6.15 Voluntary Submission of Legislation by the Town Council The Town Council, upon its own motion and by the affirmative vote of a majority of the full membership of the Town Council, may submit to popular vote at any election for adoption or rejection any proposed ordinance or resolution or measure, or may submit for repeal any existing ordinance, or resolution, or measure, in the same manner and with the same force and effect as provided in this Article for submission of petition, and may at its discretion call a special election for this purpose. SECTION 6.16 Form of Ballots The ballots used when voting upon such proposed and referred ordinance, resolutions or measures, shall set forth their nature sufficiently to identify them and shall also set forth upon separate lines the words: “For the Ordinance” or “Against the Ordinance” or “For the Resolution” or “Against the Resolution” SECTION 6.17 Publication of Proposed and Referred Ordinances The person performing the duties of Town Secretary of the Town shall publish at least twice in the official newspaper of the Town the proposed or referred ordinance or resolution within fifteen (15) days before the date of the election, and shall give such other notices and do such other things relative to such election as are required by law in municipal elections and by the ordinance or resolution calling said election. SECTION 6.18 Adoption of Ordinances If a majority of the qualified voters voting on any proposed ordinance or resolution or measure shall vote in favor thereof, it shall thereupon or at any time fixed therein, become effective as a law or as a mandatory order of the Town Council. SECTION 6.19 Inconsistent Ordinances If the provisions of two (2) or more proposed ordinances or resolutions approved at the same election are inconsistent, the ordinance or resolution receiving the highest number of votes shall prevail. SECTION 6.20 Ordinances Passed by Popular Vote, Repeal or Amendment No ordinance or resolution which may have been passed by the Town Council upon a petition or adopted by popular vote under the provisions of this Article shall be repealed or amended except by Page 31 of 49Last Updated: 9/7/2016 Item 4c Page 21 REDLINE the Town Council in response to a referendum petition or by submission as provided by Section 6.15 of this Charter. SECTION 6.21 Further Regulations by the Town Council The Town Council may pass ordinances or resolutions providing other and further regulations for carrying out the provisions of this Article consistent herewith. SECTION 6.22 Failure of the Town Council to Call an Election-Initiative or Referendum In case that all of the requirements of this Charter shall have been met and the Town Council shall fail or refuse to receive the initiative or referendum petition, or order such initiative or referendum election, or discharge any other duties imposed on the Town Council by the provisions of this Charter with reference to such initiative or referendum, then the District Judge of Collin County, Texas, shall discharge any of such duties herein provided to be discharged by the person performing the duties of Town Secretary or by the Town Council. Page 32 of 49Last Updated: 9/7/2016 Item 4c Page 20 REDLINE ARTICLE VII Financial Procedures SECTION 7.01 Fiscal Year The fiscal year of the Town shall begin on the first day of October and end on the last day of September on the next succeeding year. Such fiscal year shall also constitute the budget and accounting year. SECTION 7.02 Submission of Budget and Budget Message On or before the fifteenth (15th) day of August of the fiscal year, the Town Manager shall submit to the Town Council a budget for the ensuing fiscal year and an accompanying budget message. SECTION 7.03 Budget Message The Town Manager's message shall explain the budget both in fiscal terms and in terms of the work programs. It shall outline the proposed financial policies of the Town for the ensuing fiscal year, describe the important features of the budget, indicate any major changes from the current year in financial policies, expenditures, and revenues together with the reasons for such changes, summarize the Town's debt position and include such other material as the Town Manager deems desirable. SECTION 7.04 Budget a Public Record The budget and all supporting schedules shall be filed with the person performing the duties of Town Secretary when submitted to the Town Council and shall be open to public inspection by anyone interested. SECTION 7.05 Public Hearing on Budget At the Town Council meeting when the budget is submitted, the Town Council shall name the date and place of a public hearing, which shall be scheduled and published in accordance with the requirements of Chapter 102, Local Government Code, as amended. At this hearing, interested citizens may express their opinions concerning items of expenditures, giving their reasons for wishing to increase or decrease any items of expense. SECTION 7.06 Proceeding on Adoption of Budget After public hearing, the Town Council shall analyze the budget, making any additions or deletions which they feel appropriate, and shall, at least ten (10) days prior to the beginning of the next fiscal year, adopt the budget by the affirmative vote of a majority of the full membership of the Town Council. Should the Town Council take no final action on or prior to such day, the current budget shall be in force on a month-to-month basis until a new budget is adopted. SECTION 7.07 Budget, Appropriation and Amount to be Raised by Taxation On final adoption, the budget shall be in effect for the budget year. Final adoption of the budget by the Town Council shall constitute the official appropriations as proposed by expenditures for the current year and shall constitute the basis of official levy of the property tax as the amount of tax to be assessed and collected for the corresponding tax year. Estimated expenditures will in no case Commented [RB24]: Removes 10‐day deadline; the budget is routinely adopted prior to the last day of the fiscal year. Page 33 of 49Last Updated: 9/7/2016 Item 4c Page 21 REDLINE exceed proposed revenue plus the undesignated fund balance from the previous fiscal year. Unused appropriations may be transferred to any item required for the same general purpose. SECTION 7.08 Contingent Reserve Provision shall be made in the annual budget maintaining a contingency reserve fund balance designation in an amount not less than twenty percent (20%) of the total general fund expenditures, to be used in case of unforeseen items of expenditure or revenue shortfalls. This shall apply to current operating expenses and shall not overlap with any other amount of reserves maintained by the Town. Such contingency reserve appropriation shall be under the control of the Town Manager and distributed by him or her only in the event of an emergency or after supplemental appropriation by the Town Council. The proceeds of the contingency reserves shall be disbursed only by transfer to departmental appropriation, the spending of which shall be charged to the departments or activities for which the appropriations are made. SECTION 7.09 Amending the Budget Under conditions which may arise and which could not reasonably have been foreseen in the normal process of planning the budget, the Town Council may, by the affirmative vote of a majority of the full membership of the Town Council, amend or change the budget to provide for any additional expense in which the general welfare of the citizenry is involved. These amendments shall be by ordinance, and shall become an attachment to the original budget. SECTION 7.10 Certification; Copies Made Available A copy of the budget, as finally adopted, shall be filed with the person performing the duties of Town Secretary and such other places required by state law or as the Town Council shall designate. The final budget shall be printed or otherwise reproduced and sufficient copies shall be made available for the use of all offices, agencies, and for the use of interested persons and civic organizations. SECTION 7.11 Capital Program The Town Manager shall submit a five-year (5-year) capital program as an attachment to the annual budget. The program as submitted shall include: (1) A clear general summary of its contents; (2) A list of all capital improvements which are proposed to be undertaken during the five (5) fiscal years succeeding the budget year, with appropriate supporting information as to the necessity for such improvements; (3) Cost estimates, method of financing, and recommended time schedules for each improvement; and (4) The estimated annual cost of operating and maintaining the facilities to be constructed or acquired. The above information may be revised and extended each year with regard to capital improvements still pending or in process of construction or acquisition. The Capital program will be updated and presented to the Town Council annually. SECTION 7.12 Defect Shall Not Invalidate the Tax Levy Page 34 of 49Last Updated: 9/7/2016 Item 4c Page 22 REDLINE Errors or defects in the form or preparation of the budget or the failure to perform any procedural requirements shall not nullify the tax levy or the tax rate. SECTION 7.13 Lapse of Appropriations Every appropriation, except an appropriation for a capital expenditure, shall lapse at the close of the fiscal year to the extent that it has not been expended or encumbered. An appropriation for a capital expenditure shall continue in force until the purpose for which it was made had been accomplished or abandoned. The purpose of any such appropriation shall be deemed abandoned if three (3) years pass without any disbursement from or encumbrance of the appropriation. Any funds not expended, disbursed or encumbered shall be deemed excess funds. SECTION 7.14 Borrowing The Town shall have the power to borrow money on the credit of the Town and also to issue or incur bonds and other evidences of indebtedness, and such powers may be exercised to finance public improvements or for any other public purpose not prohibited by the Constitution and the laws of the State of Texas, and the Town may issue refunding bonds to refund outstanding bonds and other evidences of indebtedness of the Town previously issued or incurred. All such bonds and other evidences of indebtedness shall be issued in conformity with the laws of the State of Texas and may be secured by or paid, in whole or in part, from ad valorem tax revenues, revenues derived from other taxing powers of the Town, revenues derived by the Town from any fee or service charge, including revenues derived from the operations of any public utilities, utility systems, recreational facilities or any other municipal function to the extent not prohibited by the Constitution and laws of the State of Texas. Such bonds or evidences of indebtedness may be a charge upon and payable from the properties, or interest therein pledged, or the income therefrom, or both to the extent not prohibited by the Constitution or laws of the State of Texas. The proceeds of bonds or other evidences of indebtedness issued or incurred by the Town shall be used only for the purpose for which the bonds or other indebtedness was issued or incurred. SECTION 7.15 Purchasing (1) The Town Council may by ordinance, give the Town Manager general authority to contract for expenditure without further approval of the Town Council for all budgeted items not exceeding limits set by the Town Council within the ordinance. (2) All contracts for expenditures or purchases involving more than the limits must be expressly approved in advance by the Town Council. All contracts or purchases involving more than the limits set by the Town Council shall be awarded by the Town Council in accordance with state law. (3) Emergency contracts as authorized by law and this Charter may be negotiated by the Town Council or Town Manager if given authority by the Town Council, without competitive bidding, and in accordance with state law. Such emergency may be declared by the Town Manager and approved by the Town Council or declared by the Town Council. SECTION 7.16 Administration of Budget Page 35 of 49Last Updated: 9/7/2016 Item 4c Page 23 REDLINE (1) No payment shall be made or obligation incurred against any allotment or appropriation except in accordance with appropriations duly made, unless the Town Manager, or the Town Manager’s designee, first certifies that there is a sufficient unencumbered balance in such allotment or appropriation and that sufficient funds therefrom are or will be available to cover the claim or meet the obligation when it becomes due and payable. (2) Any authorization of payment or incurring of obligation in violation of the provisions of this Charter shall be void and any payment so made illegal. Such action shall be cause for removal of any officer who knowingly authorized or made such payment or incurred such payment or obligation, and the officer shall also be liable to the Town for any amount so paid. (3) This prohibition shall not be construed to prevent the making or authorizing of payments, or making of contracts for capital improvements to be financed wholly or partly by the pledge of taxes, the issuance of bonds, time warrants, certificates of indebtedness, or certificates of obligation, or to prevent the making of any contract or lease providing for payments beyond the end of the fiscal year, providing that such action is made or approved by ordinance. (4) The Town Manager shall submit to the Town Council each month a report covering the revenues and expenditures of the Town in such form as requested by the Town Council. SECTION 7.17 Depository All monies received by any person, department or agency of the Town for or in connection with the affairs of the Town shall be deposited promptly in the Town depository or depositories. The Town depositories shall be designated by the Town Council in accordance with such regulations and subject to the requirements as to security for deposits and interest thereon as may be established by ordinance and law. Procedures for withdrawal of money or the disbursement of funds from the Town depositories shall be prescribed by ordinance. SECTION 7.18 Independent Audit At the close of each fiscal year, and at such other times as may be deemed necessary, the Town Council shall call for an independent audit to be made of all accounts of the Town by a certified public accountant. No more than five (5) consecutive annual audits shall be completed by the same firm. The certified public accountant selected shall have no personal interest, directly or indirectly, in the financial affairs of the Town or any of its officers. The report of audit, with the auditor's recommendations will be made to the Town Council. Upon completion of the audit, the Independent Auditor’s Report and Annual Financial Report shall be published on the Town’s website and copies of the audit placed on file in the office of the person performing the duties of Town Secretary, as a public record. SECTION 7.19 Power to Tax (1) The Town shall have the power to levy, assess and collect taxes of every character and type for any municipal purpose not prohibited by the Constitution and laws of the State of Texas as now written or hereafter amended. (2) The Town shall have the power to grant tax exemptions in accordance with the laws of the State of Texas. Page 36 of 49Last Updated: 9/7/2016 Item 4c Page 24 REDLINE SECTION 7.20 Office of Tax Collector There shall be an office of taxation to collect taxes, the head of which shall be the Town Tax Collector. The Town Council may contract for such services. SECTION 7.21 Taxes; When Due and Payable (1) All taxes due in the Town shall be payable at the office of the Town Tax Collector, or at such location or locations as may be designated by the Town Council, and may be paid at any time after the tax rolls for the year have been completed and approved. Taxes for each year shall be paid before February 1 of the next succeeding year, and all such taxes not paid prior to that date shall be deemed delinquent, and shall be subject to penalty and interest as the Town Council shall provide by ordinance. The Town Council may provide discounts for the payment of taxes prior to January 1 in amount not to exceed those authorized by the laws of the State of Texas. (2) Failure to levy and assess taxes through omission in preparing the appraisal rolls shall not relieve the person, firm or corporation so omitted from obligation to pay such current or past due taxes as shown to be payable by recheck of the rolls and receipts for the years in question, omitting penalty and interest. SECTION 7.22 Tax Liens, Liabilities and Suits (1) All taxable property located in the Town on January 1 of each year shall stand charged from that date with a special lien in favor of the Town for the taxes due. All persons purchasing any such property on or after January 1 in any year shall take the property subject to the liens provided above. In addition to the liens herein provided, on January 1 of any year, the owner of property subject to taxation by the Town shall be personally liable for the taxes due for that year. (2) The Town shall have the power to sue for and recover personal judgment for taxes without foreclosure, or to foreclose its lien or liens, or to recover both personal judgment and foreclosure. In any such suit where it appears that the description of any property in the Town appraisal rolls is insufficient to identify such property, the Town shall have the right to plead a good description of the property to be assessed, to prove the same, and to have its judgment foreclosing the tax lien or for personal judgment against the owners for such taxes. ARTICLE VIII Boards and Commissions SECTION 8.01 Authority, Composition and Procedures (1) The Town Council shall create, establish or appoint, as may be required by the laws of the State of Texas or this Charter, or deemed desirable by the Town Council, such boards, commissions and committees as it deems necessary to carry out the functions and obligations of the Town. The Town Council shall, by ordinance or resolution, prescribe the purpose, composition, function, duties, accountability and Page 37 of 49Last Updated: 9/7/2016 Item 4c Page 25 REDLINE tenure of each board, commission and committee where such are not prescribed by law or this Charter. (2) Individuals who are residents of the Town or its extraterritorial jurisdiction may be appointed by the Town Council to serve on one (1) or more boards, commissions or committees. Notwithstanding, each member of the Planning & Zoning Commission must be a qualified Town voter as required by Section 9.01. Such appointees shall serve at the pleasure of the Town Council and may be removed at the discretion of the Town Council. Except as otherwise provided in this Charter, members of any such board, commission or committee shall serve without compensation but may be reimbursed for actual reasonable expenses incurred in the performance of official duties. as approved by the Town Council. (3) All boards, commissions or committees of the Town shall keep and maintain minutes of any proceedings held. and shall submit a written report of such proceedings to the Town Council no more than three (3) weeks following each meeting. (4) No officer or employee of the Town nor any person who holds a compensated appointive position with the Town shall be a member of any board, commission or committee created or established by this Charter other than in an advisory and/or ex officio capacity. (5) Any member of a board, commission or committee who is absent from three (3) consecutive regular meetings, or twenty-five percent (25%) of regularly scheduled meetings during the twelve-month (12-month) period immediately preceding and including the absence in question, without explanation acceptable to a majority of the other members, shall forfeit his or her position on the board, commission, or committee. ARTICLE IX Planning & Zoning Commission SECTION 9.01 Organization (1) There is hereby established a Planning & Zoning Commission which shall consist of at least seven (7) members who shall be appointed by the Town Council to staggered terms of two (2) years in accordance with any ordinance adopted by the Town Council. The Commission members shall be qualified Town voters. Any vacancy occurring during the unexpired term of a member shall be filled by the Town Council for the remainder of the unexpired term. In October of each year, the Commission shall elect from its members a Chairman, Vice Chairman, and Secretary to serve for one (1) year beginning in that month. Members of the Commission may be removed by an affirmative vote of a majority of the full membership of the Town Council. (2) The Commission shall meet at least once a month. The Commission shall keep minutes of its proceedings which shall be of public record. Minutes will be recorded by the Commission Secretary. The Commission shall serve without compensation. (3) A majority of the full membership of the Commission members shall constitute a quorum for the purpose of transaction of business. No action or recommendation of Commented [RB25]: Commission recommended adding the word “reasonable,” and removing the last phrase. Board members are reimbursed in accordance with the Town’s travel and reimbursement policies. Similar change was made in Section 3.03. Commented [RB26]: This provision may be handled administratively and is not a necessary provision of the Charter. Commented [RB27]: Grammatical error. Page 38 of 49Last Updated: 9/7/2016 Item 4c Page 26 REDLINE the Commission, except as specifically provided in this Charter, shall be valid or binding unless adopted by the affirmative vote of a majority of the Commission members present. The Chairman shall be a voting member of the Commission. If the Vice-Chairman presides over the meeting in the Chairman’s absence, the Vice- Chairman shall vote. SECTION 9.02 Duties and Powers (1) The Commission shall be responsible to and act as an advisory board to the Town Council. The Commission shall: (A) Review all current and proposed ordinances and amendments pertaining to planning and zoning and make recommendations to the Town Council for action to be taken; (B) Make proposals to the Town Council to amend, extend and add to the Comprehensive Plan for the physical development of the Town; (C) Keep public records of its resolutions, findings and determinations; and (D) Review plats and zoning requests and make recommendations to the Town Council for final adoption of same. (2) The Commission, shall have full power to: (A) Exercise the authority of the Commission as provided by state law, this Charter and Town ordinances; (B) Make reports and recommendations relating to the Comprehensive Plan and development of the Town; and (C) Adopt plats, if it has been given that authority by the Town Council. (3) The affirmative vote of a majority of the Town Council present is required to overrule a recommendation of the Commission that a proposed zoning amendment, supplement, or change be denied. SECTION 9.03 Procedure (1) All rules and regulations adopted by the Commission shall be forwarded in writing to the Town Manager who shall submit them to the Town Council with the Town Manager’s recommendations. The Town Council may amend, adopt or reject any such rules or regulations. If any rules or regulations should be rejected, the Commission may modify them and submit such modified rules and recommendations to the Town Council. (2) Should any person on the Commission have a conflict of interest, pursuant to any state laws and/or Town ordinances regulating conflicts of interest of municipal officers, with an agenda item then before the Commission, he or she shall openly declare same before discussion proceeds, and he or she is thereby prohibited from discussing the item or voting on the question, and is not considered as present and voting for the purposes of the tally. (3) Should any person on the Commission choose to abstain from voting on any question before the Commission, where no conflict of interest exists, the person’s vote shall be recorded as an abstention as a negative vote in the official minutes of the meeting. SECTION 9.04 The Comprehensive Plan: Procedure and Legal Effect Commented [RB28]: Commission recommends this change to more accurately reflect the actual vote results in the official minutes of the meeting. Similar change made in Section 3.11. Page 39 of 49Last Updated: 9/7/2016 Item 4c Page 27 REDLINE (1) The Comprehensive Plan shall include, but not be limited to, the Future Land Use Plan and the Thoroughfare Plan. The existing Comprehensive Plan for the physical development of the Town contains recommendations for the growth, development and beautification of the Town and its extraterritorial jurisdiction. Additions to and amendments of the Comprehensive Plan shall be by ordinance or resolution, but before any such revision, the Commission shall hold at least one (1) public hearing on the proposed action. (2) A copy of the proposed revisions to the Comprehensive Plan shall be forwarded to the Town Manager who shall submit the proposal to the Town Council, together with the Town Manager’s recommendations, if any. The Town Council, after a public hearing, shall adopt or reject such proposed revision or any part thereof as submitted within sixty (60) days following its submission by the Town Manager. If the proposed revisions or part thereof should be rejected by the Town Council, the Town Council may request the Commission to make other modifications and again forward it to the Town Manager for submission to the Town Council. (3) Following the adoption by the Town Council of the Comprehensive Plan, and any revisions thereto, it shall serve as a guide to all future Town Council action concerning land use and development regulations and expenditures for capital improvements. Any proposal which deviates from the Comprehensive Plan regarding land use and development regulations shall not be authorized until and unless the location and extent thereof shall have been submitted to and approved by the Commission. In case of denial, the Commission shall communicate its reasons to the Town Council, which shall have the power to overrule such denial with the affirmative vote of a majority of the Town Council present, and upon such overruling, the Town Council or the appropriate office, department or agency shall have authority to proceed. SECTION 9.05 Board of Adjustment The Town Council shall create and establish a board of adjustment. The Town Council shall, by ordinance, provide standards and procedures for such board to hear and determine appeals of administrative decisions, petition for variances in the case of peculiar and unusual circumstances which would prevent the reasonable use of land and such other matters as may be required by the Town Council or by law. Appointment and removal of members of the board of adjustment shall be in accordance with the provisions of Article VIII, Sec. 8.01 (2) of this Charter and state law. ARTICLE X Utility and Public Service Franchises and Licenses SECTION 10.01 Authority The Town shall have the power to buy, own, sell, construct, lease, maintain, operate and regulate public services and utilities and to manufacture, distribute and sell the output of such services and utility operations. The Town shall not supply any utilities service outside the Town limits, except by a written contract and/or by ordinance. The Town shall have such regulatory and other power as may now or hereafter be granted under the Constitution and laws of the State of Texas. Commented [RB29]: Commission recommended removing this section entirely. BOA is covered thoroughly in Zoning Ordinance and does not belong in Article 9. Page 40 of 49Last Updated: 9/7/2016 Item 4c Page 28 REDLINE SECTION 10.02 Ordinance Granting Franchise No franchise shall be granted for a term of more than twenty (20) years from the date of the grant, renewal or extension of any franchise. SECTION 10.03 Transfer of Franchise No public service or utility franchise is transferable, except with the approval of the Town Council. However, the franchisee may pledge franchise assets as security for a valid debt or mortgage. SECTION 10.04 Franchise Value Not to be Allowed Franchises granted by the Town are of no value in fixing rates and charges for public services or utilities within the Town and in determining just compensation to be paid by the Town for property which the Town may acquire by condemnation or otherwise. SECTION 10.05 Right of Regulation In granting, amending, renewing and extending public service and utility franchises, the Town reserves unto itself all the usual and customary rights, including, but not limited to, the following rights: (1) To repeal the franchise by ordinance for failure to begin construction or operation within the time prescribed, or for failure to comply with terms of the franchise; (2) To require all extensions of service within the Town limits to become part of the aggregate property of the service and operate subject to all obligations and reserved rights contained in this Charter. Any such extension is considered part of the original grant and terminable at the same time and under the same conditions as the original grant; (3) To require expansion and extension of facilities and services and to require maintenance of existing facilities to provide adequate service at the highest level of efficiency; (4) To require reasonable standards of service and quality of product and prevent rate discrimination; (5) To impose reasonable regulations and restrictions to insure the safety and welfare of the public; (6) To examine and audit accounts and records and to require annual reports on local operations of the public service or utility; (7) To require the franchisee to restore, at franchisee's expense, all public or private property to a condition as good as or better than before disturbed by the franchisee for construction, repair or removal; (8) To require the franchisee to furnish to the Town, from time to time within a reasonable time following request of the Town, at franchisee's expense a general map outlining current location, character, size, length, depth, height and terminal of all facilities over and under property within the Town and its extraterritorial jurisdiction; and (9) To require compensation, rent or franchise fees to be paid to the Town as may be permitted by the laws of the State of Texas. Page 41 of 49Last Updated: 9/7/2016 Item 4c Page 29 REDLINE SECTION 10.06 Regulation of Rates (1) The Town Council has the power to fix and regulate the rates and charges of all utilities and public services, consistent with state statutes. (2) Upon receiving written request from a utility or public service requesting a change in rates, or upon a recommendation from the Town that rates for services provided by or owned by the Town be changed, the Town Council shall call a public hearing for consideration of the change. (3) A holder of a franchise to provide a public service or utility in the Town must show the necessity for the change in rates by any evidence required by the Town Council, including but not limited to, the following: (A) Cost of its investment for service to the Town; (B) Amount and character of expenses and revenues connected with rendering the service; (C) Copies of any reports or returns filed with any state or federal regulatory agency within the last three (3) years; or (D) Demonstration that the return on investment, if any, is within state and federal limitations. (4) If not satisfied with the sufficiency of evidence, the Town Council may hire rate consultants, auditors and attorneys to investigate and, if necessary, litigate requests for rate changes, the expense of which shall be reimbursed to the Town by the franchisee. SECTION 10.07 Licenses The Town shall have the power to license, levy and collect fees in order to license any lawful business, occupation or calling subject to control pursuant to the police powers of the State of Texas and/or for any other purpose not contrary to the Constitution and laws of the State of Texas. ARTICLE XI General Provisions SECTION 11.01 Public Records All records of the Town shall be open to inspection in accordance with state law. SECTION 11.02 Official Newspaper The Town Council shall declare annually an official newspaper of general circulation in the Town. All ordinances, notices and other matters required by this Charter, Town ordinance, or the Constitution and laws of the State of Texas shall be published in the official newspaper. SECTION 11.03 Oaths All elected and appointed officers of the Town shall take and sign an oath of office based on those prescribed for state elective and appointive offices, respectively, in the Constitution of the State of Texas. SECTION 11.04 Severability Page 42 of 49Last Updated: 9/7/2016 Item 4c Page 30 REDLINE If any section or part of this Charter is held invalid by a court of competent jurisdiction, such holding shall not invalidate or impair the validity, force or effect of any other section or part of this Charter. SECTION 11.05 Wording Interpretation The gender of the wording throughout this Charter shall always be interpreted to mean either sex. All singular words shall include the plural and all plural words shall include the singular. All references to the state law or laws of the State of Texas, however expressed in this Charter, shall mean “as presently enacted or as may be amended or superceded”. The use of the word “Town” in this Charter shall mean the Town of Prosper, Texas, and the use of the word “Charter” shall mean this Home Rule Charter. SECTION 11.06 Town Depository The provisions of the laws of the State of Texas, governing the selection and designation of the Town Depository are hereby adopted as the law governing the selection and designation of a depository of and for the Town. SECTION 11.07 Sale of Liquor Prohibited in Residential Districts The sale of liquor, as defined in the Texas Alcoholic Beverage Code, as amended, shall be prohibited by a person or entity holding a package store permit, as described in the Texas Alcoholic Beverage Code, as amended, in any zoning district which allows, in whole or in part, residential development in the Town. ARTICLE XII Legal Provisions SECTION 12.01 Assignment, Execution and Garnishment (1) Property, real and personal, belonging to the Town shall not be liable to be sold or appropriated under any writ of execution or cost bill. Funds belonging to the Town in the hands of any person, firm or corporation, shall not be liable to garnishment, attachment or sequestration; nor shall the Town be liable to garnishment, attachment or sequestration; nor shall the Town be liable to garnishment on account of any debt it may owe or funds or property it may have on hand owing to any person. Neither the Town nor any of its officers or agents shall be required to answer any such writ of garnishment on any account whatsoever. (2) The Town shall not be obligated to recognize any assignment of wages or funds by its employees, agents or contractors, except as provided by the laws of this State or the United States of America. SECTION 12.02 Security and Bond It shall not be necessary in any action, suit or proceeding in which the Town is a party for any bond, undertaking or security to be demanded or executed by or on behalf of the Town. All such actions shall be conducted in the same manner as if such bond, undertaking or security had been given as required by law. Page 43 of 49Last Updated: 9/7/2016 Item 4c Page 31 REDLINE SECTION 12.03 Notice of Claim The Town shall not be held liable on account of any claim for the death of any person or injuries to any person or damage to any property unless the person making such complaint or claiming such damages shall, within ninety (90) days after the time at which it is claimed such damages were inflicted upon such person or property, file with the Town a written statement, under oath, stating the nature and character of such damages or injuries, the extent of the same, the place where same happened, the circumstances under which same happened and the condition causing same, with a detailed statement of each item of damages and the amount thereof, giving a list of any witnesses known by affiant to have seen the accident. SECTION 12.04 Power to Settle Claims The Town Council shall have the power to compromise and settle any and all claims and lawsuits of every kind and character, in favor of, or against, the Town, including suits by the Town to recover delinquent taxes. SECTION 12.05 Service of Process Against the Town All legal process against the Town shall be served upon either the Town Secretary or the Town Manager. SECTION 12.06 Judicial Notice This Charter shall be deemed a public act, may be read in evidence without pleading or proof, and judicial notice shall be taken thereof in all courts and places. SECTION 12.07 Pending Matters All rights, claims, actions, orders, contracts and legal or administrative proceedings shall continue except as modified pursuant to the provisions of this Charter and in each case shall be maintained, carried on or dealt with by the Town department, office or agency appropriate under this Charter. SECTION 12.08 Property Not Exempt From Special Assessments No property of any kind, by whomsoever owned or held or by whatsoever institution, agency, political subdivision or organization, owned or held, whether in trust or by non-profit organization, or corporation, or by foundation, or otherwise, (except property of the Town), shall be exempt in any way from any of the special taxes, charges, levies and assessments, authorized or permitted by this Charter, for local improvements, for the public welfare. SECTION 12.09 Town Council May Require Bonds In addition to any provisions contained herein, the Town Council may require any Town official, department director, or Town employee, before entering upon his or her duties, to execute a good and sufficient bond with a surety company doing business in the State of Texas and approved by the Town Council. The premium of such bond shall be paid by the Town. SECTION 12.10 Disaster Clause In case of disaster when a legal quorum of the Town Council cannot otherwise be assembled due to multiple deaths or injuries, the surviving persons of the Town Council, or highest surviving Town official, if no elected official remains, must, within twenty-four (24) hours of such disaster, request Page 44 of 49Last Updated: 9/7/2016 Item 4c Page 32 REDLINE the highest surviving officers of the local Chamber of Commerce and the Board of Trustees of the local school district, and the County Judge of Collin County to appoint a commission to act during the emergency and call a Town election within fifteen (15) days of such disaster, or as provided in the Texas Election Code, for election of a required quorum, if for good reasons it is known a quorum of the present Town Council will never again meet. ARTICLE XIII Transitional Provisions SECTION 13.01 Effective Date This Charter or any amendments hereto shall take effect immediately following adoption by the voters, as prescribed by state law. SECTION 13.02 Continuation of Elective Offices Upon adoption of this Charter, the present persons filling elective offices on the Town Council will continue to fill those offices for the terms for which they were elected. Persons who, on the date this Charter is adopted, are filling appointive positions with the Town which are retained under this Charter, may continue to fill these positions for the term for which they were appointed, unless removed by the Town Council or by other means provided in this Charter. SECTION 13.03 Continuation of Operation All Town ordinances, bonds, resolutions, rules and regulations in force on the effective date of this Charter shall remain in force until altered, amended, or repealed by the Town Council, and all rights of the Town under existing franchises and contracts are preserved in full force and effect. ARTICLE XIIIV Nepotism, Prohibitions and Penalties SECTION 134.01 Nepotism No person related within the second degree by affinity or within the third degree by consanguinity to the Mayor or any Council Member or the Town Manager shall be employed by or contracted with for the Town. This shall not apply to the following: (1) Any person employed by the Town prior to the person related in the above degree filing to run for elective office or being nominated for an appointment, or (2) Any person who is a seasonal employee or intern of the Town. SECTION 134.02 Equality of Rights Equality of rights under state and federal law shall not be denied or abridged with respect to appointment to or removal from any position. Commented [RB30]: Article 13 pertains to the year the Charter was first adopted and is obsolete; Commission recommend removing entirely. Page 45 of 49Last Updated: 9/7/2016 Item 4c Page 33 REDLINE SECTION 134.03 Wrongful Influence No person who seeks appointment or promotion with respect to any Town position shall, directly or indirectly, give, render or pay any money, service, or other valuable thing to any person for, or in connection with, his or her test, appointment or promotion. SECTION 134.04 Wrongful Interference No person shall willfully make any false statement, certificate, mark, rating or report in regard to any test, certification or appointment or attempt to commit any fraud preventing the impartial execution of the personnel provisions, rules and regulations of this Charter. SECTION 134.05 Employee's’ Political Activities No person who holds any compensated non-elective Town position shall make, solicit or receive any contribution for any candidate for Town Council, or take part in the management, affairs or political campaign of such candidate. Such person may exercise his or her rights as a citizen to express his or her opinion and cast his or her vote. SECTION 134.06 Penalties Any person who willfully engages in and is found in violation of any of the activities prohibited in sections 14.02, 14.03, 14.04 or 14.05 of this Article shall be ineligible for appointment or election to a position in the Town for a period of five (5) years from that time. If the person is an officer or employee of the Town at the time of the violation, he or she shall immediately forfeit his or her office or position, if found in violation. SECTION 14.07 Indebtedness to Town No person who, after notice of any delinquency, shall be in arrears in the payment of taxes or any other liabilities due the Town, shall be qualified to hold an appointive or compensative position of the Town. SECTION 134.078 Conflict of Interest No officer, whether elected or appointed, or any employee, whether full or part-time, of the Town shall have a substantial financial interest, direct or indirect, in any contract, other than employment contracts, with the Town; or have a substantial financial interest, direct or indirect in the sale to the Town of any land, materials, supplies or services, except on behalf of the Town as an officer or employee, except as allowed by state law. Any willful violation of this section shall constitute malfeasance in office and any officer or employee found guilty thereof shall thereby forfeit his or her office or position. Any violation of this section with the knowledge, express or implied, of the person or the corporation contracting with the governing body of the Town shall render the contract involved voidable by the Town Manager or the Town Council. SECTION 134.089 No Officer to Accept Gifts, Etc. No officer of the Town shall ever accept, directly or indirectly, any gift or benefit except as authorized in the Town’s Code of Ethics as set forth in Ordinance No. 08-036, as it exists or may be amended. If found in violation of this section, the officer shall immediately forfeit his or her office and shall be ineligible for appointment or election to a position in the Town for a period of five Commented [RB31]: Grammatical error. Commented [RB32]: This provision is unconstitutional. Similar provision removed from Section 5.02. Page 46 of 49Last Updated: 9/7/2016 Item 4c Page 34 REDLINE (5) years from the date the violation is determined to have occurred. Page 47 of 49Last Updated: 9/7/2016 Item 4c Page 35 REDLINE ARTICLE XIV Review and Amendment of Charter SECTION 145.01 Charter Review Commission (1) The Town Council shall appoint a Charter Review Commission at least once every ten (10) years, or earlier if not prohibited by law. The Charter Review Commission shall consist of ten (10) citizens of the Town who shall: (A) Inquire into the operation of the Town government under the Charter and determine whether any provisions require revision. To this end, public hearings may be held. The Commission may compel the attendance of any officer or employee of the Town and require submission of any Town records; (B) Propose any recommendations it deems desirable to einsure compliance with the Charter of the Town government; and (C) Report its findings and present its recommendations to the Town Council. (2) The Town Council shall receive and have published in the official newspaper of the Town a comprehensive summary of the report presented by the Commission, shall consider any recommendations made, and may order any amendments suggested to be submitted to the voters of the Town in the manner provided by state law as now written or hereafter amended. (3) The term of office of the Commission shall be for not more than six (6) months, at the end of which time a report shall be presented to the Town Council and all records of proceedings of the Commission shall be filed with the Town Secretary and become a public record. SECTION 145.02 Petition to Amend Charter Amendments to this Charter may be framed and submitted to the qualified voters of the Town in the manner provided by the Constitution and the laws of the State of Texas; including upon the Town Council’s own motion or upon petition by five percent (5%) of the registered voters in the Town or twenty-thousand (20,000) registered voters of the Town, whichever is less. Each signature on a petition to amend shall conform to the requirement for information as set forth in the Texas Election Code, as amended. SECTION 145.03 Form of Petition to Amend Charter The petition to amend mentioned above must be addressed to the Town Council of the Town, must distinctly and specifically list each amendment to the Charter proposed to be voted on at an election. The petition shall be verified by oath in the following form: “State of Texas” County of I, , being first duly sworn, on oath depose and say that I am one of the signers of the above petition, and that the statements made therein are true, and that each signature appearing Commented [RB33]: Grammatical error. Page 48 of 49Last Updated: 9/7/2016 Item 4c Page 36 REDLINE thereto was made in my presence on the day and date it purports to have been made, and I solemnly swear that the same is the genuine signature of the person it purports to be. Signature Sworn and subscribed before me this day of , 20 . Signed Notary Public in and for State of Texas SECTION 145.04 Various Papers Constituting Petition to Amend The petition to amend may consist of one (1) or more copies, or subscription lists, circulated separately, and the signatures thereto may be upon the paper or papers containing the form of petition, or upon other paper attached thereto. Verifications provided for in Section 15.03 of this Article may be made by one (1) or more petitioners, and the several parts of copies of the petition may be filed separately and by different persons, but no signatures to such petition shall remain effective or be counted which were placed thereon more than one hundred eighty (180) days, or such other length of time as may be allowed by the Texas Election Code, prior to the filing of such petition or petitions with the person performing the duties of Town Secretary. All papers comprising a petition to amend shall be filed with the person performing the duties of Town Secretary on the same day, and the said person performing the duties of Town Secretary shall immediately notify the Town Manager and Town Mayor of receipt of the petition. SECTION 145.05 Presentation of Petition to the Town Council Within twenty-one (21) days after the date of the filing of the papers constituting the petition to amend, the person performing the duties of Town Secretary shall verify the number of valid signatures and present such petition to the Town Council of the Town. SECTION 145.06 Calling of Election to Amend Charter An election to amend the Charter shall not be held more often than once every two (2) years. Upon its own motion, or following presentation by the Town Secretary of a proper petition to amend with a sufficient number of valid signatures, the Town Council shall, by ordinance, order an election and set the date for holding such election. The date selected for the election and the ordinance ordering the election shall be in accordance with the Texas Election Code and the Texas Local Government Code. SECTION 145.07 Failure of the Town Council to Call an Election Following Receipt of Valid Petition to Amend In case that all the requirements of this Charter shall have been met and the Town Council shall fail or refuse to receive the petition to amend, or order such election, or discharge any other duties imposed on the Town Council by the provisions of this Charter or state law with reference to such election to amend, then the District Judge of Collin County, Texas, shall discharge any of such duties herein provided to be discharged by the person performing the duties of Town Secretary or by the Town Council. Page 49 of 49Last Updated: 9/7/2016 Item 4c M E M O R A N D U M TO: Honorable Mayor and Town Council Members FROM: Terrence S. Welch, Town Attorney DATE: September 9, 2016 RE: Proposed Town Charter Amendments The Charter Review Commission (“Commission”) has concluded its deliberations and is submitting ten (10) proposed amendments to the Town Charter. The purpose of this memorandum is to present the Commission’s proposed amendments and describe the legal issues associated with each proposed amendment. This memorandum should be read in conjunction with the redlined version of the Charter that Town Secretary Robyn Battle will be providing to you. Proposition No. 1 Shall the Town Charter be amended throughout to correct non-substantive errors such as misspellings, punctuation, grammar and sentence structure; provide non-substantive clarifications and include better descriptive language of the matters addressed in the Charter; conform notice, publication and election requirements to state law; and revise references to repealed or obsolete provisions of the Town Charter, state or federal law? This is the standard “clean-up” charter amendment that virtually every municipality adds to its listing of charter amendment propositions; nonetheless, this proposition covers the majority of proposed changes. A. Misspellings, Punctuation, Grammar and Sentence Structure Throughout the Charter, the Commission has noted various misspellings, punctuation errors, grammatical errors and revisions to sentence structure. None of these are substantive and these items are included to provide proper language and correct grammatical usage. B. Non-substantive Clarifications/Better Descriptive Language Non-substantive clarifications are those minor wording changes that do not change the substance of prior versions of the Charter. For example, current Section 5.05 refers to new councilmembers being “inducted” into office rather than being “sworn” into office, so “inducted” has been replaced with “sworn.” Item 4c Honorable Mayor and Town Council Members September 9, 2016 Page 2 C. Conform Notice, Publication and Election Requirements to State Law Throughout the Charter there are references to various provisions of Texas election law. Due to recent legislative amendments to election requirements, several of those current Charter provisions have become obsolete. For example, current Article V of the Charter is entitled “Nominations and Elections.” Section 5.01(1) provides that all elections shall be conducted in accordance with the Election Code, and further provides that Town elections shall be held on the second Saturday in May; however, the current municipal election date is now the first Saturday in May. Rather than change each election requirement to conform with current law, it was determined that it is better to require conformity with the Texas Election Code generally rather than specifically address each individual Election Code requirement. As a result, the Charter will not need to be amended every time the Legislature changes specific provisions in the Election Code. D. Revise references to repealed or obsolete provisions of the Town Charter, State or Federal Law Several provisions of the current Charter are obsolete and no longer are necessary. For example, in current Section 3.06 there is reference to a 12-month period beginning on June 1, 2012, a date that has long since passed. Further, Article XIII is entitled “Transitional Provisions” and refers back to the original adoption of the Charter in 2006, clearly an obsolete provision. Two provisions of the current Charter are unconstitutional and have been removed from the Charter. First, for candidates filing for Town Council seats, current Section 5.02(2)(D) provides that at the time of filing, the candidate cannot “be in arrears in payment of taxes or other liabilities due the Town after notice of any delinquency.” A second similar provision is found in current Section 14.07 which provides that no Town employee or appointee of the Town (e.g., board and commission members) “after notice of delinquency, shall be in arrears in the payment of taxes or any other liabilities due the Town. . . .” There are two Texas federal court cases that directly address these “in arrears” issues. The first is Gonzales v. City of Sinton, 319 F.Supp. 189 (S.D. Tex. 1970). In this case, two individuals were seeking places on the ballot for the Sinton City Council. One of the two individuals was not permitted to file for office because he had “been adjudged delinquent in the payment of property taxes for the year preceding the election.” Id., 319 F.Supp. at 189. Citing the United States Supreme Court case of City of Phoenix v. Kolodziejski, 399 U.S. 204 (1970), which held that the state may not restrict the right to vote to real property taxpayers, the United States District Court for the Southern District of Texas wrote as follows: Item 4c Honorable Mayor and Town Council Members September 9, 2016 Page 3 All residents of Sinton who are qualified voters under the laws of Texas have a significant interest in representation at the local level. Assessment of property taxes is only one function of the City Council of Sinton. Every other potential act of the Council will bear as much upon the resident who owns no real estate or pays no property taxes as upon him whose tax payments fill the public coffers. Furthermore, even if some overriding interest could be found to justify the linkage of taxation to representation, the claim is erroneous that non-property owners do not contribute to the general revenues. . . . It is equally certain that, to be guaranteed the full extent of the rights acknowledged by these franchise cases, plaintiffs must be granted the concomitant right to stand for office. . . . The court believes that the Equal Protection Clause of the Fourteenth Amendment requires an extension to candidacy of those guidelines which the Supreme Court has already formulated with respect to voting. Id., 319 F.Supp. at 190. Thus, the federal district court held that the non-payment of property taxes is not and should not disqualify candidates from running for elective office and that any such charter or ordinance provision to the contrary is violative of the Fourteenth Amendment’s Equal Protection Clause. The second case is Hunt v. City of Longview, 932 F.Supp. 828 (E.D. Tex. 1995). The holding of this case, originating in the Eastern District of Texas (federal district court), is highly important since both Collin County and Denton County are located in the Eastern District of Texas and this holding would be viewed as strong, binding precedent. In Hunt, an issue arose regarding qualification for holding office in Longview. The Longview City Charter provided that “[t]he Mayor and each member of the City Council . . . must not be in arrears in payment of taxes or other liabilities due the City of Longview.” As you will note, this is almost the same language as in our Town Charter. Further, the Longview Charter also provided that when a candidate ran for office, he or she was required to sign an unsworn statement that “he or she is not in arrears to the City of Longview.” Id., 932 F.Supp. at 832. As a result of the foregoing charter provisions, two city councilmembers were in jeopardy of losing their seats on the council and a lawsuit was initiated in federal court by those two city councilmembers to seek a declaration from the court whether those charter provisions were unconstitutional. The court addressed the constitutionality of the Longview charter provisions. Item 4c Honorable Mayor and Town Council Members September 9, 2016 Page 4 Plaintiffs [the two city councilmembers who were in danger of being removed from their council seats] assert that a qualification for holding office based upon a person’s ability to pay taxes and liabilities to the city is not rationally related to any legitimate governmental interest. The Supreme Court has condemned restrictions on candidates based on wealth and land ownership. . . . Although a candidate does not have a fundamental right to placement on a ballot, the impact of eligibility requirements upon voters implicates basic constitutional rights. A qualification that officeholders not be in arrears to the city in which they are elected to serve raises similar concerns. However, the United States Supreme Court and the Fifth Circuit have yet to rule on the precise issue before the court today. Id., 932 F.Supp. at 838-39 (citations omitted). After addressing several cases from around the country, the court described its concerns about such a provision: Today we consider the restriction of tax delinquency as an additional threshold qualification for an elected official. Tomorrow’s restriction may concern failure to pay federal or state taxes. Thereafter, candidacy may be conditioned on municipal obligations such as sewer assessments, parking fines, dog law violations, jaywalking and other minor infractions. None of these potential qualifications bears on a candidate’s maturity, intelligence, knowledge of the community, ability to recognize and solve community problems. Each new qualification decreases a voter’s choice and consequently harms democratic government. Analysis of equal protection and our understanding of the legitimate interests of society counsel that candidacy conditioned on the payment of taxes is inimical to democratic government. Id., 932 F.Supp. at 840. The court also questioned the “good citizenship” aspect of being current on all property taxes owed the city. Keeping current with one’s tax liabilities is not necessarily a mark of good citizenship. Good citizenship can also entail speaking out against unfair or excessive taxes. In this case Plaintiffs [two councilmembers] dispute that any money is owed to the City. Moreover, the court cannot agree with an argument that those who either fall on hard times or are too poor to pay taxes are bad citizens. The value of the citizenry is not dependent upon the size of its pocketbook. This case has been the subject of many local newspaper articles and television news reports. The electorate has been informed. If the voters of Longview decide they do not wish to be represented by those who are delinquent in paying city taxes, they can do Item 4c Honorable Mayor and Town Council Members September 9, 2016 Page 5 so at the ballot box. . . . Removing one from office for failure to pay taxes and fees . . . is irrational. Id., 932 F.Supp. at 841. Based upon the court cases referenced above, I believe that foregoing current sections of our Charter do not pass federal constitutional muster. Last, current Section 5.02(2)(F) provides that any Town employee who files to become a candidate for Town Council forfeits his or her employment with the Town. A recent change in state law prohibits such a provision. See Tex. Local Gov’t Code § 150.041(c) (“A municipality may not take disciplinary action against a municipal employee, including terminating the employment of the employee, solely because the employee becomes a candidate for public office”). Proposition No. 2 Shall Section 3.02 of the Town Charter, entitled “Limitations on Terms,” be repealed? The Commission voted to repeal the term limits provisions found current Section 3.02 of the Charter. Proposition No. 3 Shall Section 3.04 of the Town Charter, entitled “Compensation,” be amended to provide that Town Councilmembers shall be entitled to reimbursement for actual reasonable expenses incurred in the performance of official duties for the Town? The Commission voted that Town Councilmembers should be reimbursed their actual reasonable expenses that are incurred in the performance of their duties, and believed that such reimbursement should be in accordance with the Town’s travel and reimbursement policies. Proposition No. 4 Shall Section 3.06 of the Town Charter, entitled “Vacancies, Forfeiture and Filling of Vacancies,” be amended to provide that vacancies on the Town Council shall be filled by election; however, if there is a vacancy on Town Council for a position with twelve (12) or fewer months remaining in the term, the Town Council may fill the vacancy by appointment? Item 4c Honorable Mayor and Town Council Members September 9, 2016 Page 6 Prior to November 2013, Section 11(b) of article XI of the Texas Constitution provided that in the event of a vacancy on a city council with terms of office of either 3 or 4 years (such as in Prosper with 3-year terms of office), any vacancy on the Town Council was required to be filled by a special election within 120 days after such vacancy occurred. In the November 2013 general election, Texas voters approved an amendment to Section 11(b) that would allow a home rule municipality with 3 or 4 year terms, if the charter so provides, to fill a vacancy by appointment if the unexpired term is 12 months or less. The Commission voted to approve the filling of vacancies on the Town Council by appointment if the unexpired council term is 12 months or less. By doing so, the Town is not required to call a special election and incur the costs associated with a special election. Proposition No. 5 Shall Section 3.12 of the Town Charter, entitled “Abstention,” and Section 9.03 of the Town Charter, entitled “Procedure,” be amended to provide that any abstention from voting by a Town Councilmember or Planning and Zoning Commissioner, respectively, should be recorded in the official minutes of the meeting as an abstention? These two sections of the Charter provide that when a Town Councilmember or a Planning and Zoning Commissioner abstains from voting on a matter, the minutes are required to reflect that they voted in the negative on an issue. While the effect of an abstention is generally the same as a “no” vote, the current Charter provision does not address the effect of an abstention but instead requires that the minutes reflect a “no” vote that did not occur and indeed was not cast by the councilmember or commissioner. The Commission desired that an abstention from voting by a councilmember or commissioner should be accurately reflected in the minutes of the meeting. Proposition No. 6 Shall Section 5.02 of the Town Charter, entitled “Filing for Office,” be amended to provide that (A) only registered voters for at least twelve (12) months immediately preceding the filing date may file to become a candidate for Town Council; (B) only Town residents who have resided within the Town for at least twelve (12) months immediately preceding the filing date may file to become a candidate for Town Council; and (C) if any board or commission member appointed by the Town Council becomes a candidate for election to the Town Council, he immediately shall forfeit the board or commission position with the Town? This proposed Charter amendment changes the “Filing for Office” provisions of Item 4c Honorable Mayor and Town Council Members September 9, 2016 Page 7 the current Charter in three significant respects (other than the “in arrears” provision addressed above). First, a candidate for Town Council must be a registered voter in the Town for the twelve (12) months preceding the date of filing (currently there is no amount of time required to be a registered voter prior to filing); second, a candidate must reside in the Town for twelve (12) months prior to filing (currently a candidate can live in territory annexed by the Town at any time prior to the filing date); and third, if a member of a Town board or commission announces his or her candidacy or becomes a candidate for Town Council, that board or commission member forfeits the board or commission position. Proposition No. 7 Shall Section 5.05 of the Town Charter, entitled “Taking of Office,” be amended to provide that new Town Councilmembers shall be sworn into office at the next meeting following the declaration of the results of the election? Current Section 5.05 of the Charter provides that newly elected councilmembers take office at the first regular Council meeting following the election. Since the amount of time required to canvass an election has increased due to both state and federal legislation, it is rarely feasible to swear in new councilmembers at the “first regular Town Council meeting following the election.” The proposed Charter amendment allows for the swearing in of new councilmembers following canvassing, i.e., “the declaration of the results of the election.” Proposition No. 8 Shall Section 7.06 of the Town Charter, entitled “Proceeding on Adoption of Budget,” be amended to provide that the Town budget shall be adopted prior to the beginning of the next fiscal year? The current Charter, in Section 7.06, has an unusual provision that the Town’s budget must be adopted ten (10) days before the start of the new fiscal year and if the Town Council does not do so, the then-current budget remains in place until the new fiscal year budget is adopted. For example, if the FY 2016-2017 budget is not adopted by September 20, 2016, then the FY 2015-2016 budget remains in place until the FY 2016-2017 budget is adopted in late September. Since the new annual budget is always adopted on or prior to September 30, the current Charter language is of no practical effect. Item 4c Honorable Mayor and Town Council Members September 9, 2016 Page 8 Proposition No. 9 Shall Section 8.01 of the Town Charter, entitled “Authority, Composition and Procedures,” be amended to provide that (A) board and commission members may be reimbursed for actual reasonable expenses incurred in the performance of official duties; and (B) all board and commission meeting minutes shall be kept by the Town and that written reports are not required to be submitted to the Town Council within three (3) weeks? This proposed Charter amendment conforms board and commission member reimbursements with those reimbursement procedures for councilmembers, as reflected in Proposition 3. This amendment also provides that the Town shall retain all minutes of its meetings and eliminates the requirement that the Town Council receive copies of minutes within three (3) weeks since copies of minutes are provided to councilmembers routinely by the Town Manager. Proposition No. 10 Shall Section 9.05 of the Town Charter, entitled “Board of Adjustment,” be repealed? Since the Town’s Zoning Ordinance, in Section 8.6 of Chapter 1 thereof, provides a detailed ordinance regarding the duties and authority of the Zoning Board of Adjustment, there is no need for a Charter provision to do so. Additionally, the current Charter provision about the Zoning Board of Adjustment is inexplicably located in an article entitled “Planning & Zoning Commission.” This Charter amendment simply deletes the current Charter provision since it is superfluous. I hope the foregoing is of assistance to you in reviewing the proposed Charter amendments. If you have any questions or concerns, please feel free to give me a call at the office at 214/747-6104. Thanks. c: Harlan Jefferson, Town Manager Item 4c Prosper is a place where everyone matters. MONTHLY FINANCIAL REPORT DECEMBER 2016 Prepared by Finance Department February 14, 2017 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 2016 Table of Contents Dashboard Charts 1 General Fund 3 Water‐Sewer Fund 4 Debt Service Fund 5 Internal Service Fund 6 Vehicle and Equipment Replacement Fund 7 Storm Drainage Utility Fund 8 Park Dedication and Improvement Fund 9 TIRZ #1 ‐ Blue Star Fund 10 TIRZ #2 ‐ Matthews Southwest 11 Water Impact Fees Fund 12 Wastewater Impact Fees Fund 13 Thoroughfare Impact Fees Fund 14 Special Revenue Fund 15 Capital Projects Fund‐General 16 Capital Projects Fund‐Water/Sewer 17 Detail All Funds 18 $‐ $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 Total Budget YTD Budget YTD Actual Building Permit Revenues 0 100,000 200,000 300,000 400,000 500,000 600,000 Oct Nov Dec Jan Feb Mar Apr May June July Aug Sept Town of Prosper, Texas Sales Tax Revenue by Month FY 14/15 FY15/16 FY 16/17 1 $21.633 $5.408 $4.074 $20.586 $5.147 $8.579 $‐ $5 $10 $15 $20 $25 Total Budget YTD Budget YTD Actual In Millions General Fund Revenues and Expenditures Revenues Expenditures $13.710 $3.427 $2.779 $13.263 $3.316 $3.339 $‐ $2 $4 $6 $8 $10 $12 $14 $16 Total Budget YTD Budget YTD Actual In Millions Water ‐Sewer Fund Revenues and Expenditures Revenues Expenditures 2 Amended Current Year Prior Year Change from Budget YTD Actuals YTD Percent Note YTD Actuals Prior Year REVENUES Property Taxes 10,003,217$ 6,082,515$ 61%1 5,329,649$ 14% Sales Taxes 4,230,600 1,204,681 28%966,624 25% Franchise Fees 739,400 1,075 0%2 9,081 ‐88% Building Permits 2,656,400 596,434 22%3 754,772 ‐21% Fines 385,000 90,254 23%83,582 8% Other 2,616,587 603,726 23%640,322 ‐6% Total Revenues 20,631,204$ 8,578,684$ 42%7,784,029$ 10% EXPENDITURES Administration 3,673,694$ 848,125$ 23%733,632$ 16% Police 3,870,127 544,156 14%620,589 ‐12% Fire/EMS 4,775,499 933,249 20%741,500 26% Public Works 3,520,167 674,194 19%4 317,121 113% Community Services 2,746,228 450,907 16%432,492 4% Development Services 2,257,983 443,539 20%390,535 14% Engineering 834,347 179,517 22%150,032 20% Total Expenses 21,678,045$ 4,073,686$ 19%3,385,901$ 20% REVENUE OVER (UNDER) EXPENDITURES (1,046,841)$ 4,504,997$ 4,398,129$ Beginning Fund Balance October 1‐Unassigned/Unrestricted 7,407,101$ 5,284,611$ Ending Fund Balance Current Month 11,912,098$ 9,682,740$ Notes 1 Property taxes are billed in October and the majority of collections occur December through February. 2 Franchise use fees are collected quarterly and annually. The first quarter payments will be received in January. SWBT paid their third quarter franchise fees for the period of 7/1‐9/30/15, received in November 2015. This should have been accrued to FY 14 revenue. 3 issued for Adara Windsong Ranch Apartments this time last year. 4 Public Works amended their current budget to transfer funds to the CIP fund. This is the delta when you compare prior year expenditures to date. Building permits reflects a decline from prior month and this time last year. This is mainly due to 30 building permits TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% GENERAL FUND 3 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Public Works Revenues 11,722,007$ 2,997,840$ 26%2,793,507$ 7% Administration Revenues 1,541,166 341,342 22%1 315,095 8% Total Revenues 13,263,173$ 3,339,182$ 25%3,108,602$ 7% EXPENDITURES Public Works 7,925,138$ 2,119,438$ 27%2 1,300,933$ 63% Administration 5,784,451 659,712 11%497,276 33% Total Expenses 13,709,589$ 2,779,149$ 20%1,798,209$ 55% REVENUE OVER (UNDER) EXPENDITURES (446,416)$ 560,033$ 1,310,393$ Beginning Working Capital October 1 4,830,010 4,856,972 Ending Working Capital Current Month 5,390,043$ 6,167,365$ Notes 1 Administration revenues are slightly lower than projected monthly budgeted revenue for Solid Waste charges. 2 Public Works has experienced higher than normal vehicle maintenance, as well as costly repairs to the dump truck. Average Monthly Average Cumulative October 9.6%9.6% November 7.6%17.2% December 5.3%22.5% January 4.1%26.6% February 4.3%30.9% March 4.6%35.5% April 5.9%41.4% May 7.1%48.5% June 8.5%57.0% July 12.1%69.1% August 14.5%83.6% September 16.4%100.0% Growth % WATER SEWER WATER SEWER Change # of Accts Residential 6178 5,521 5146 4,495 21.35% #of Accts Commercial 234 153 203 136 14.16% Consumption‐Residential 47,514,750 35,540,895 36,211,110 28,235,699 28.87% Consumption‐Commercial 7,883,880 2,633,620 4,690,160 2,335,240 49.71% Billed ($) Residential 299,045.67$ 234,238.53$ Billed ($) Commercial 62,329.40$ 36,705.73$ Total Billed ($) 361,375.07$ 266,479.71$ 270,944.26$ 215,593.72$ 29.05% Dec‐16 Dec‐15 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% WATER‐SEWER FUND 4 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Property Taxes‐Delinquent 73,828$ 28,061$ 38%24,968$ 12% Property Taxes‐Current 4,086,721 2,497,650 61%1 2,321,959 8% Taxes‐Penalties 21,439 6,409 30%4,208 52% Interest Income 18,000 4,115 23%2 3,128 32% Total Revenues 4,199,988$ 2,536,235$ 60%2,354,263$ 8% EXPENDITURES 2008 CO Bond Payment 572,175$ ‐$ 0%3 ‐$ 2010 Tax Note Payment 368,376 ‐ 0%‐ 2011 Refunding Bond Payment 118,541 ‐ 0%‐ 2012 GO Bond Payment 282,263 ‐ 0%‐ 2013 GO Refunding Bond 286,200 ‐ 0%‐ Bond Administrative Fees 21,000 1,600 8%800 2014 GO Bond Payment 372,750 ‐ 0%‐ 2015 GO Bond Payment 659,374 ‐ 0%‐ 2015 CO Bond Payment 374,800 ‐ 0%‐ 2016 GO Debt Payment 598,848 ‐ 0%‐ 2016 CO Debt Payment 528,483 ‐ 0%‐ Total Expenditures 4,182,810$ 1,600$ 0%800$ 50% REVENUE OVER (UNDER) EXPENDITURES 17,178$ 2,534,636$ 2,353,463$ Beginning Fund Balance October 1 1,841,724 1,470,008 Ending Fund Balance Current Month 4,376,360$ 3,823,471$ Notes 1 2 Interest revenue does not meet monthly budget projection due to low interest rates in the market. 3 Debt Service payments are made in the months of February and August. Property taxes are billed in October and the majority of collections occur December through February. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% DEBT SERVICE FUND 5 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Charges for Services 20,000$ 6,030$ 30%4,950$ 22% Interest Income 700 208 30%214 ‐3% Transfers In 2,400 600 25%600 0% Total Revenue 23,100$ 6,838$ 30%5,764$ 19% EXPENDITURES MERP H & D Expense 40,000$ 5,460$ 14%2,349$ Total Expenditures 40,000$ 5,460$ 14%2,349$ REVENUE OVER (UNDER) EXPENDITURES (16,900)$ 1,378$ 3,415$ Beginning Fund Balance October 1 116,207 117,609 Ending Fund Balance Current Month 117,585$ 121,024$ Notes TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% INTERNAL SERVICE FUND‐MEDICAL EXPENSE REIMBURSEMENT PROGRAM This fund will be dissolved after the 1st quarter of 2017 into the Employee Health Fund. 6 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Charges for Services 500,781$ 125,195$ 25%125,195$ 0% Other Reimbursements 18,000 ‐ 0%1 64,901 Interest Income ‐ 3,922 ‐ Transfers In ‐ ‐ ‐ Total Revenue 518,781$ 129,117$ 25%190,096$ ‐32% EXPENDITURES Vehicle Replacement 278,258$ 78,176$ 28%2 294,706$ Equipment Replacement ‐ ‐ 0%‐ IT Replacement 30,350 ‐ 0%1,426 Total Expenditures 308,608$ 78,176$ 25%296,132$ REVENUE OVER (UNDER) EXPENDITURES 210,173$ 50,941$ (106,036)$ Beginning Fund Balance October 1 1,392,481 1,762,267 Ending Fund Balance Current Month 1,443,422$ 1,656,231$ Notes 1 Auction revenues and insurance reimbursements are placed in the Other Reimbursements account as they occur. 2 TOWN OF PROSPER, TEXAS December 31, 2016 VEHICLE AND EQUIPMENT REPLACEMENT FUND MONTHLY FINANCIAL REPORT Expected Year to Date Percent 25% Replacement of Fire vehicles as budgeted. 7 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES 45‐4Storm Drainage Utility Fee 344,725$ 82,596$ 24%74,461$ 11% 45‐4Interest Income 900 2,156 240%1 193 1016% Other Revenue ‐ ‐ ‐ Total Revenue 345,625$ 84,752$ 25%74,654$ 14% EXPENDITURES Personnel Services 149,963$ 32,564$ 22%13,134$ 148% 45‐7Operating Expenditures 247,649 5,313 2%21,254 ‐75% Total Expenses 397,612$ 37,877$ 10%34,388$ 10% REVENUE OVER (UNDER) EXPENDITURES (51,987)$ 46,876$ 40,266$ Beginning Working Capital October 1 287,662 261,398 Ending Working Capital Current Month 334,538$ 301,664$ Notes 1 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% STORM DRAINAGE UTILITY FUND Interest has increased due to reallocation of Storm Drainage portion of the bond money from the Water/Sewer fund. 8 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES 60‐4Park Dedication‐Fees 100,000$ 76,039$ 76%423,631$ ‐82% 60‐4Park Improvements 100,000 29,330 29%87,120 ‐66% Contributions ‐ ‐ ‐ 60‐4Interest‐Park Dedication 7,000 1,940 28%1,559 24% 60‐4Interest‐Park Improvements 3,800 1,828 48%1,307 40% Total Revenue 210,800$ 109,137$ 52%513,617$ ‐79% EXPENDITURES 60‐5Miscellaneous Expense ‐$ ‐$ ‐$ Professional Services‐Park Ded ‐ ‐ ‐ 60‐5Professional Services‐Park Imp ‐ ‐ ‐ Developer Reimbursement‐Park Imp ‐ ‐ 60‐6Capital Exp‐Park Imp 1,004,260 191,838 19%‐ 60‐6Capital Exp‐Park Ded 534,590 ‐ ‐ Transfers Out ‐ ‐ ‐ Total Expenses 1,538,850$ 191,838$ 12%‐$ REVENUE OVER (UNDER) EXPENDITURES (1,328,050)$ (82,702)$ 513,617$ Beginning Fund Balance October 1 2,528,974 2,296,791 Ending Fund Balance Current Month 2,446,272$ 2,810,408$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% PARK DEDICATION AND IMPROVEMENT FUNDS 9 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Property Taxes ‐$ ‐$ ‐$ Other Revenue ‐ ‐ ‐ Transfers In ‐ ‐ ‐ Total Revenue ‐$ ‐$ ‐$ EXPENDITURES Professional Services ‐$ ‐$ ‐$ Transfers Out ‐ ‐ ‐ Total Expenses ‐$ ‐$ ‐$ REVENUE OVER (UNDER) EXPENDITURES ‐$ ‐$ ‐$ Beginning Fund Balance October 1 (7,500) 1 (7,500) Ending Fund Balance Current Month (7,500)$ (7,500)$ Notes 1 Negative fund balance is due to a vendor payment for professional services by the General Fund. At this time, the TIRZ has not received revenue in order to pay back the General Fund. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% TIRZ #1 ‐ BLUE STAR 10 Amended Current Year Prior Year Change from Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Property Taxes ‐$ ‐$ ‐$ Other Revenue ‐ ‐ ‐ Transfers In ‐ ‐ ‐ Total Revenue ‐$ ‐$ ‐$ EXPENDITURES Professional Services ‐$ ‐$ ‐$ Transfers Out ‐ ‐ ‐ Total Expenditures ‐$ ‐$ ‐$ REVENUE OVER (UNDER) EXPENDITURES ‐$ ‐$ ‐$ Beginning Fund Balance October 1 ‐ ‐ Ending Fund Balance Current Month ‐$ ‐$ Notes The TIRZ #2 Fund is new and has not received any tax revenue from the zone's tax increment. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% TIRZ #2 ‐ MATTHEWS SOUTHWEST 11 Current Year Project Project Amended Current Year Prior Years Budget Budget Budget Actual Expenditure Balance REVENUES Impact Fees Water 3,200,000$ 906,902$ Interest ‐ Water 29,700 6,238 Total Revenues 3,229,700$ 913,140$ EXPENDITURES Developer Reimbursements TVG Westside Utility Developer Reimb 975,000$ 975,000$ 520,837$ ‐$ 454,163$ Prosper Partners Developer Reimb 195,000 195,000 ‐ ‐ 195,000 Preserve Doe Creek Developer Reimb 532,586 532,586 ‐ ‐ 532,586 Total Developer Reimbursements 1,702,586$ 1,702,586$ 520,837$ ‐$ 1,181,749$ Capital Expenditures Impact Fee Study 67,473$ 13,457$ 13,457$ 44,379$ 9,637$ Prosper Trail EST 4,403,300 818,669 818,669 2,540,459 1,044,171 Lower Pressure Plane Pump Station Design 1,853,081 1,726,000 894,568 31,022 927,491 County Line Elevated Storage 337,500 337,500 ‐ ‐ 337,500 Kroger Reimb Prosper Trail 130,000 ‐ ‐ 130,000 ‐ 24" WL Connector County Line EST 70,775 70,775 ‐ ‐ 70,775 Total Projects 6,862,129$ 2,966,401$ 1,726,694$ 2,745,860$ 2,389,575$ Transfer to CIP Fund ‐$ ‐$ 11,335$ ‐$ ‐$ Total Transfers Out ‐$ ‐$ 11,335$ ‐$ ‐$ Total Expenditures 8,564,715$ 4,668,987$ 2,258,866$ 2,745,860$ 3,571,323$ REVENUE OVER (UNDER) EXPENDITURES (1,439,287)$ (1,345,726)$ Beginning Fund Balance October 1 3,958,384 Ending Fund Balance Current Month 2,612,658$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% WATER IMPACT FEES FUND 12 Current Year Project Project Amended Current Year Prior Years Budget Budget Budget Actual Expenditure Balance REVENUES Impact Fees Wastewater 600,000$ 158,957$ Interest ‐ Wastewater 7,800 2,195 Total Revenues 607,800$ 161,152$ EXPENDITURES Developer Reimbursements Impact Fee Reimbursement LaCima 5,000$ 5,000$ ‐$ ‐$ 5,000$ TVG Westside Utility Developer Reimb 170,750 170,750 81,351 ‐ 89,399 Prosper Partners Utility Developer Reimb 34,150 34,150 ‐ ‐ 34,150 Frontier Estates Developer Reimb 71,300 71,300 ‐ 71,300 Total Developer Reimbursements 281,200$ 281,200$ 81,351$ ‐$ 199,849$ Capital Expenditures Impact Fee Study 112,993$ 22,541$ 22,541$ 90,452$ ‐$ Public Works Interceptor 800,000 25,124 25,124 ‐ 774,876 LaCima #2 Interceptor 465,000 465,000 ‐ ‐ 465,000 Total Projects 1,377,993$ 512,665$ 47,665$ 90,452$ 1,239,876$ Total Expenditures 1,659,193$ 793,865$ 129,017$ 90,452$ 1,439,724$ REVENUE OVER (UNDER) EXPENDITURES 32,135$ Beginning Fund Balance October 1 2,998,331 Ending Fund Balance Current Month 3,030,466$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% WASTEWATER IMPACT FEES FUND 13 Current Year Project Project Amended Current Year Prior Years Budget Budget Budget Actual Expenditure Balance REVENUES East Thoroughfare Impact Fees 4,000,000$ 1,211,898$ West Thoroughfare Impact Fees 1,200,000 323,566 Interest‐East Thoroughfare Impact Fees 32,560 8,851 Interest‐West Thoroughfare Impact Fees 12,870 106 Total Revenues 5,245,430$ 1,544,421$ EXPENDITURES East Impact Fee Study 17,322$ 3,461$ 3,461$ 11,388$ 2,473$ Impact Fee Reimbursement Lakes of LaCima 300,000 300,000 ‐ 199,029 100,971 Frontier Pkwy BNSF Overpass 2,340,000 2,340,000 ‐ ‐ 2,340,000 Prosper Trail (Kroger ‐ Coit)3,104,452 3,000,000 ‐ ‐ 3,104,452 Prosper Trail (Coit ‐ Custer)540,000 540,000 ‐ ‐ 540,000 Kroger Reimbursement ‐ Prosper Tr 960,000 ‐ ‐ 954,933 5,067 Coit Road (First ‐ Frontier)770,000 770,000 ‐ ‐ 770,000 Custer Turn Lane ‐ Prosper Tr 100,000 100,000 ‐ ‐ 100,000 Total East 8,131,774$ 7,053,461$ 3,461$ 1,165,350$ 6,962,963$ West Impact Fee Study 17,322 3,461$ 3,461$ 11,388$ 2,473$ TVG Developer Reimb 500,000 500,000 ‐ ‐ 500,000 Parks at Legacy Developer Reimb 100,000 100,000 115,537 ‐ (15,537) 200,000 200,000 ‐ ‐ 200,000 Traffic Signal at First and DNT 220,000 98,200 98,200 109,328$ 12,472 Total West 1,037,322$ 901,661$ 217,198$ 120,716$ 699,408$ Transfers Out ‐$ ‐$ 78,873$ ‐$ (78,873)$ Total Transfers Out ‐$ ‐$ 78,873$ ‐$ (78,873)$ Total Expenditures 9,169,096$ 7,955,122$ 299,531$ 1,286,066$ 7,583,499$ REVENUE OVER (UNDER) EXPENDITURES 1,244,890$ Beginning Fund Balance October 1 5,777,012 Ending Fund Balance Current Month 7,021,902$ Cook Lane (First ‐ End) TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% THOROUGHFARE IMPACT FEES FUND 14 Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Police Donation Revenue 12,000$ 4,421$ 37%4,244$ 4% Police Grant ‐ ‐ ‐ Fire Donation Revenue 8,400 3,481 41%2,818 24% Child Safety Revenue 8,000 370 5%585 ‐37% Court Security Revenue 7,000 1,713 24%1,603 7% Court Technology Revenue 9,000 2,285 25%2,137 7% Special Revenue ‐ Other ‐ ‐ ‐ LEOSE Revenue ‐ ‐ ‐ Library Grant ‐ ‐ ‐ Interest Income 8,000 ‐ 0%6,093 ‐100% Prosper Christmas Donations 12,000 14,136 118%12,390 14% Tree Mitigation Revenue ‐ ‐ ‐ Escrow Income ‐ ‐ 450,000 Cash Seizure/Forfeiture ‐ ‐ ‐ In God We Trust Decals ‐ ‐ 2,500 Transfers In ‐ ‐ ‐ Total Revenue 64,400$ 26,407$ 41%482,370$ ‐95% LEOSE Expenditure ‐$ ‐$ 500$ Special Revenue Expense ‐ Other ‐ ‐ ‐ Prosper Christmas Expense 40,000 33,786 84%1 27,016 25% Court Technology Expense 18,000 ‐ 0%‐ Court Security Expense 15,051 8,278 55%2 1,270 552% Police Donation Expense 10,000 3,750 38%3 4,000 Fire Donation Expense ‐ ‐ 1,521 ‐100% Child Safety Expense 10,000 ‐ 0%‐ Escrow Expenditure ‐ ‐ ‐ Tree Mitigation Expense 14,000 ‐ 0%‐ Volunteer Per Diem ‐ ‐ ‐ Library Grant Expense ‐ ‐ ‐ Police Seizure Expense 5,000 92 2%200 ‐54% In God We Trust Decals ‐ ‐ Transfers Out ‐ ‐ ‐ Total Expenses 112,051$ 45,907$ 41%34,508$ 33% REVENUE OVER (UNDER) EXPENDITURES (47,651)$ (19,500)$ 447,862$ Beginning Fund Balance October 1 2,957,413$ 2,420,747$ Ending Fund Balance Current Month 2,937,913$ 2,868,609$ Notes 1 Prosper Christmas festival is held in December and the majority of expenditures occur in October thru December. 2 Included are one‐time security upgrades to Court Room. 3 Includes expenditures for Cops with a Claus and Safe Driver Recognition program. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 Expected Year to Date Percent 25% SPECIAL REVENUE FUNDS 15 Current Year Project Project Amended Current Year Prior Years Budget Budget Budget Actual Expenditure Balance Note REVENUES Grants ‐$ ‐$ Contributions/Interlocal Revenue ‐ ‐ Bond Proceeds 12,792,496 ‐ Interest‐2004 Bond 2,000 506 Interest‐2006 Bond 600 876 Interest‐2008 Bond 7,500 148 Interest‐2012 GO Bond 12,000 238 Interest‐2015 Bond ‐ 5,107 Interest‐2016 Bond ‐ 22,025 Transfers In 4,618,654 3,983,569 Total Revenues 17,433,250$ 4,012,469$ EXPENDITURES Coleman‐Prosper Tr to Prosper HS 4,400,000$ 46,162$ 46,162$ 4,321,893$ 31,945$ Downtown Enhancements 1,850,000 1,850,000 96,300 51,300 1,702,400 Teel Parkway‐DCFWSD#10 2,600,000 ‐ ‐ ‐ 2,600,000 Seventh Street (Coleman‐PISD)‐ 200 200 9,655 (9,655) West Prosper Roads 12,781,000 6,691,786 6,691,786 6,089,214 ‐ Gates of Prosper Road Imp ‐ Ph 1 2,000,000 ‐ ‐ ‐ 2,000,000 Prosper Trail (Kroger to Coit)975,000 1,059,610 84,610 200,549 689,842 First Street (DNT to Coleman)660,672 174,412 174,411 395,224 91,037 Old Town Streets 2015 (Broadway,Fifth, McKinley)1,000,000 1,000,000 ‐ ‐ 1,000,000 Fishtrap Rd (Artesia to Dallas Parkway) & 2,037,676 1,214,855 559,605 1,452,006 26,064 First St (Coit to Custer Rd) Prosper Road Improvements 1,390,800 ‐ ‐ 1,254,356 136,444 Main Street (First ‐ Broadway)625,000 625,000 598,342 ‐ 12 Eighth Street (Church‐PISD)260,000 260,000 ‐ ‐ 260,000 Church Street (First‐PISD)750,000 595,060 595,060 89,300 65,640 Field Street (First‐Broadway)250,000 250,000 ‐ ‐ 250,000 Parvin Road (Good Hope‐FM1385)270,000 270,000 ‐ ‐ 270,000 Pasewark (Preston‐Hickory)400,000 400,000 ‐ ‐ 400,000 Parvin (Broadway‐Eighth)515,000 515,000 ‐ ‐ 515,000 Sixth Street (Coleman‐Church)430,000 430,000 ‐ ‐ 430,000 Third Street (Church‐Lane)320,000 320,000 ‐ ‐ 320,000 Town Hall Infrastructure Improvements 1,307,800 1,307,800 1,318,492 188,871 (199,563) Total Street Projects 34,822,948$ 17,009,885$ 10,164,969$ 14,052,368$ 10,579,166$ SH289 Median Lighting 1,000,000$ 6,590$ 6,590$ 953,203$ 40,206$ Decorative Monument Street Signs 150,020 ‐ ‐ 109,943 40,077 Coit Rd (US 380 ‐ First) Median Lighting 450,000 ‐ ‐ ‐ 450,000 Total Traffic Projects 1,600,020$ 6,590$ 6,590$ 1,063,146$ 530,284$ Frontier Park ‐ North Field Improvements 10,060,815$ 9,572,225$ 3,338,550$ ‐$ 6,722,265$ Total Park Projects 10,060,815$ 9,572,225$ 3,338,550$ ‐$ 6,722,265$ Windsong Ranch Fire Station 7,500,000$ 230,763$ 230,763$ 7,097,167$ 172,070$ Town Hall Professional Services 2,040,695 1,516,118 123,520 1,391,313 525,862 Town Hall Multipurpose Facility 18,813,000 10,000,000 19,597,691 ‐ (784,691) Town Hall ‐ FF&E 1,362,000 ‐ ‐ ‐ 1,362,000 Windsong Ranch Fire ‐ Apparatus 815,000 81,453 81,453 ‐ 733,547 Total Facility Projects 30,530,695$ 11,828,334$ 20,033,426$ 8,488,480$ 2,008,789$ Non‐Capital Bond Exp ‐$ ‐$ ‐$ ‐$ ‐$ Total Non Project Expenditure ‐$ ‐$ ‐$ ‐$ ‐$ Total Expenditures 77,014,478$ 38,417,034$ 33,543,535$ 23,603,994$ 19,840,503$ REVENUE OVER (UNDER) EXPENDITURES (20,983,784)$ (29,531,066)$ Beginning Fund Balance October 1 13,829,421 Ending Fund Balance Current Month (15,701,645)$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT December 31, 2016 CAPITAL PROJECTS FUND‐GENERAL 16 Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance Note REVENUES Interest Income 37,200$ 5,149$ Bond Proceeds 11,138,450 ‐ Transfers In ‐ 90,975 Total Revenues 11,175,650$ 96,124$ EXPENDITURES Gates of Prosper WA Improvements Ph1 470,000$ ‐$ ‐$ ‐$ 470,000$ PRV's at BNSF Railroad 582,000 6,712 6,712 28,788 546,500 Lower Pressure Plane Pump Station Design 22,960,919 22,960,919 46,684 102,199 22,812,036 Prosper Trail EST Construction 517,300 34,930 34,930 103,720 378,650 Total Water Projects 24,530,219$ 23,002,561$ 88,326$ 234,707$ 24,207,186$ Gates of Prosper WW Imp Ph 1 5,700,000$ 5,700,000$ ‐$ ‐$ 5,700,000$ Matthew SW WW Imp 2,500,000 2,500,000 ‐ ‐ 2,500,000 Total Wastewater Projects 8,200,000$ 8,200,000$ ‐$ ‐$ 8,200,000$ Downtown Drainage‐Hawk Ridge 165,000$ 165,000$ ‐$ ‐$ 165,000$ Old Town Drainage 500,000 500,000 31,480 19,720 448,800 Coleman Rd Drainage 300,000 282,500 3,350 17,500 279,150 Old Town Land Drainage Land Acq 750,000 750,000 580 59,920 689,500 Old Town Drainage Broadway Design & Construction 750,000 750,000 ‐ ‐ 750,000 Old Town Drainage Trunk Main 600,000 600,000 600,000 ‐ ‐ Old Town Drainage‐First and Main 800,000 800,000 ‐ ‐ 800,000 Amberwood Farms Drainage 32,000 32,000 ‐ ‐ 32,000 Total Drainage Projects 3,897,000$ 3,879,500$ 635,410$ 97,140$ 3,164,450$ Total Expenses 36,627,219$ 35,082,061$ 723,736$ 331,847$ 35,571,636$ (23,906,411)$ (627,612)$ Beginning Working Capital October 1 5,664,920 Ending Working Capital Current Month 5,037,308$ TOWN OF PROSPER, TEXAS December 31, 2016 CAPITAL PROJECTS FUND‐WATER/SEWER MONTHLY FINANCIAL REPORT 17 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐40 3 5 ‐10 ‐00 3 % Co n s t r u c t i o n Fe e ( 3 6 3 , 0 0 0 . 0 0 ) (3 6 3 , 0 0 0 . 0 0 ) (3 9 , 5 0 3 . 0 5 ) (1 2 , 1 3 1 . 9 1 ) 10.88 (323,496.95) 10 0 ‐40 6 1 ‐10 ‐00 N o t a r y Fe e s (2 0 0 . 0 0 ) (2 0 0 . 0 0 ) (5 5 . 0 0 ) 27.50 (145.00) 10 0 ‐41 0 5 ‐10 ‐00 P r o p e r t y Ta x e s ‐ De l i n q u e n t (1 1 3 , 1 3 8 . 0 0 ) (1 1 3 , 1 3 8 . 0 0 ) (5 1 , 4 5 4 . 4 9 ) (2 0 , 7 8 3 . 0 5 ) 45.48 (61,683.51) 10 0 ‐41 1 0 ‐10 ‐00 P r o p e r t y Ta x e s ‐ Cu r r e n t (9 , 8 4 8 , 3 2 8 . 0 0 ) (9 , 8 4 8 , 3 2 8 . 0 0 ) (6 , 0 2 0 , 3 1 7 . 7 1 ) (5 , 3 5 4 , 6 2 7 . 1 1 ) 61.13 (3,828,010.29) 10 0 ‐41 1 5 ‐10 ‐00 T a x e s ‐ P en a l t i e s (41 , 7 5 1 . 0 0 ) (4 1 , 7 5 1 . 0 0 ) (1 0 , 7 4 2 . 4 0 ) (4 , 3 3 7 . 8 5 ) 25.73 (31,008.60) 10 0 ‐41 2 0 ‐10 ‐00 S a l e s Ta x e s (4 , 2 3 0 , 6 0 0 . 0 0 ) (4 , 2 3 0 , 6 0 0 . 0 0 ) (1 , 2 0 4 , 6 8 0 . 6 0 ) (3 5 6 , 7 9 0 . 8 8 ) 28.48 (3,025,919.40) 10 0 ‐41 3 0 ‐10 ‐00 S a l e s Ta x ‐Mi x e d Be v e r a g e (1 9 , 0 0 0 . 0 0 ) (1 9 , 0 0 0 . 0 0 ) (19,000.00) 10 0 ‐41 4 0 ‐10 ‐00 F r a n c h i s e Ta x e s ‐ El e c t r i c (4 2 0 , 0 0 0 . 0 0 ) (4 2 0 , 0 0 0 . 0 0 ) (420,000.00) 10 0 ‐41 5 0 ‐10 ‐00 F r a n c h i s e Ta x e s ‐ Te l e p h o n e (1 9 0 , 0 0 0 . 0 0 ) (1 9 0 , 0 0 0 . 0 0 ) (1 , 0 7 5 . 3 0 ) 0.57 (188,924.70) 10 0 ‐41 6 0 ‐10 ‐00 F r a n c h i s e Ta x e s ‐ Ga s (9 2 , 0 0 0 . 0 0 ) (9 2 , 0 0 0 . 0 0 ) (92,000.00) 10 0 ‐41 7 0 ‐10 ‐00 F ra n c h i s e Ta x e s ‐ Ro a d Us a g e (9 , 3 5 0 . 0 0 ) (9 , 3 5 0 . 0 0 ) (9,350.00) 10 0 ‐41 9 0 ‐10 ‐00 F r a n c h i s e Fe e ‐Ca b l e (2 8 , 0 5 0 . 0 0 ) (2 8 , 0 5 0 . 0 0 ) (28,050.00) 10 0 ‐42 0 0 ‐10 ‐00 T ‐Mo b i l e Fe e s (3 4 , 6 0 8 . 0 0 ) (3 4 , 6 0 8 . 0 0 ) (8 , 6 5 1 . 2 5 ) (2 , 8 8 3 . 7 5 ) 25.00 (25,956.75) 10 0 ‐42 0 1 ‐10 ‐00 T i e r o n e Co n v e r g e d Ne t w o r k (1 8 , 0 0 0 . 0 0 ) (1 8 , 0 0 0 . 0 0 ) (4 , 5 0 0 . 0 0 ) (1 , 5 0 0 . 0 0 ) 25.00 (13,500.00) 10 0 ‐42 0 2 ‐10 ‐00 N T T A Ta g Sa l e s (1 5 0 . 0 0 ) (1 5 0 . 0 0 ) (4 0 . 0 0 ) 26.67 (110.00) 10 0 ‐42 0 5 ‐10 ‐00 B lu e Wi r e l e s s Fe e s (P a n a b a n d ) (2 3 , 8 0 8 . 0 0 ) (2 3 , 8 0 8 . 0 0 ) (5 , 9 5 1 . 2 5 ) (1 , 9 8 3 . 7 5 ) 25.00 (17,856.75) 10 0 ‐42 0 6 ‐10 ‐00 V e r i z o n An t e n n a Le a s e (2 8 , 0 0 0 . 0 0 ) (2 8 , 0 0 0 . 0 0 ) (28,000.00) 10 0 ‐42 1 8 ‐10 ‐00 A d m i n i s t r a t i v e Fe e s ‐ED C (7 , 5 0 0 . 0 0 ) (7 , 5 0 0 . 0 0 ) (3 , 7 5 0 . 0 0 ) (1 , 2 5 0 . 0 0 ) 50.00 (3,750.00) 10 0 ‐42 3 0 ‐10 ‐00 O t h e r Pe r m i t s (8 7 0 . 0 0 ) (8 7 0 . 0 0 ) (9 3 0 . 0 0 ) (8 1 0 . 0 0 ) 106.90 60.00 10 0 ‐46 1 0 ‐10 ‐00 I n t e r e s t In c o m e (3 6 , 0 0 0 . 0 0 ) (3 6 , 0 0 0 . 0 0 ) (2 3 , 6 6 4 . 2 2 ) (9 , 8 2 7 . 9 1 ) 65.73 (12,335.78) 10 0 ‐49 1 0 ‐10 ‐00 Ot he r Re v e n u e (2 5 , 0 0 0 . 0 0 ) (2 5 , 0 0 0 . 0 0 ) (4 , 6 5 7 . 2 4 ) (7 0 9 . 6 2 ) 18.63 (20,342.76) 10 0 ‐49 9 5 ‐10 ‐00 T r a n s f e r In / O u t (1 , 0 9 1 , 1 6 6 . 0 0 ) (1 , 0 9 1 , 1 6 6 . 0 0 ) (2 7 2 , 7 9 1 . 5 0 ) (9 0 , 9 3 0 . 5 0 ) 25.00 (818,374.50) 10 0 ‐44 1 0 ‐10 ‐07 C o u r t Fi n e s (3 8 5 , 0 0 0 . 0 0 ) (3 8 5 , 0 0 0 . 0 0 ) (9 0 , 2 5 3 . 9 8 ) (2 9 , 4 8 3 . 0 9 ) 23.44 (294,746.02) 10 0 ‐46 1 0 ‐10 ‐07 I n t e r e s t In c o m e (3 , 6 0 0 . 0 0 ) (3 , 6 0 0 . 0 0 ) (1 , 1 1 2 . 3 8 ) (1 1 4 . 2 0 ) 30.90 (2,487.62) 10 0 ‐42 3 0 ‐20 ‐01 O t h e r Pe r m i t s (6 6 0 . 0 0 ) (6 6 0 . 0 0 ) (1 2 5 . 0 0 ) 18.94 (535.00) 10 0 ‐44 4 0 ‐20 ‐01 Ac c i d e n t R ep o r t s (8 8 0 . 0 0 ) (8 8 0 . 0 0 ) (2 5 0 . 0 0 ) (9 8 . 0 0 ) 28.41 (630.00) 10 0 ‐44 5 0 ‐20 ‐01 A l a r m Fe e (4 0 , 7 0 0 . 0 0 ) (4 0 , 7 0 0 . 0 0 ) (1 0 , 5 9 6 . 0 0 ) (3 , 8 8 7 . 0 0 ) 26.03 (30,104.00) 10 0 ‐49 1 0 ‐20 ‐01 O t h e r Re v e n u e (5 0 0 . 0 0 ) (5 0 0 . 0 0 ) (4 8 5 . 0 0 ) (4 0 5 . 0 0 ) 97.00 (15.00) 10 0 ‐43 1 0 ‐30 ‐01 C h a r g e s fo r Se r v i c e s (2 2 0 , 0 0 0 . 0 0 ) (2 2 0 , 0 0 0 . 0 0 ) (4 4 , 6 1 8 . 6 4 ) (1 7 , 1 2 9 . 4 8 ) 20.28 (175,381.36) 10 0 ‐44 1 1 ‐30 ‐01 C C Fi r e As s o c (2 4 9 . 8 1 ) 249.81 10 0 ‐43 1 5 ‐30 ‐05 F i r e Re v i e w /I n s p e c t F ee s (4 0 , 0 0 0 . 0 0 ) (4 0 , 0 0 0 . 0 0 ) (2 1 , 8 0 0 . 0 0 ) (4 , 1 5 0 . 0 0 ) 54.50 (18,200.00) 10 0 ‐40 1 7 ‐40 ‐01 C o n t r a c t o r Re g i s t r a t i o n Fe e (6 8 , 9 8 5 . 0 0 ) (6 8 , 9 8 5 . 0 0 ) (1 4 , 6 0 0 . 0 0 ) (7 , 5 0 0 . 0 0 ) 21.16 (54,385.00) 10 0 ‐42 1 0 ‐40 ‐01 B u i l d i n g Pe r m i t s (2 , 6 5 6 , 4 0 0 . 0 0 ) (2 , 6 5 6 , 4 0 0 . 0 0 ) (5 9 6 , 4 3 3 . 5 0 ) (2 4 5 , 4 5 8 . 0 9 ) 22.45 (2,059,966.50) 10 0 ‐42 3 0 ‐40 ‐01 O t h e r Pe r m i t s (2 0 0 , 0 0 0 . 0 0 ) (2 0 0 , 0 0 0 . 0 0 ) (5 1 , 9 8 2 . 5 0 ) (1 4 , 6 4 0 . 0 0 ) 25.99 (148,017.50) 10 0 ‐42 4 0 ‐40 ‐01 P l u m b / E l e c t / M e c h Pe r m i t s (4 5 , 0 0 0 . 0 0 ) (4 5 , 0 0 0 . 0 0 ) (1 2 , 2 6 4 . 0 0 ) (3 , 2 0 4 . 0 0 ) 27.25 (32,736.00) 10 0 ‐42 4 2 ‐40 ‐01 Re ‐in s p e c t i o n Fe e s (3 5 , 0 0 0 . 0 0 ) (3 5 , 0 0 0 . 0 0 ) (1 6 , 0 2 5 . 0 0 ) (5 , 9 5 0 . 0 0 ) 45.79 (18,975.00) 10 0 ‐49 1 0 ‐40 ‐01 O t h e r Re v e n u e (1 0 , 0 0 0 . 0 0 ) (1 0 , 0 0 0 . 0 0 ) (6 , 7 2 3 . 2 1 ) (1 , 8 9 5 . 5 0 ) 67.23 (3,276.79) 10 0 ‐42 4 5 ‐40 ‐02 H e a l t h In s p e c t i o n s (1 9 , 3 4 0 . 0 0 ) (1 9 , 3 4 0 . 0 0 ) (1 2 , 2 1 1 . 2 0 ) (1 , 0 2 0 . 0 0 ) 63.14 (7,128.80) 10 0 ‐49 1 0 ‐40 ‐02 O t h e r Re v e n u e (8 7 5 . 0 0 ) (8 7 5 . 0 0 ) (875.00) 10 0 ‐42 2 0 ‐40 ‐03 Z o n i n g Ap p l i c a t i o n Fe e s (2 0 , 0 0 0 . 0 0 ) (2 0 , 0 0 0 . 0 0 ) (4 , 3 7 0 . 0 0 ) (4 3 0 . 0 0 ) 21.85 (15,630.00) 10 0 ‐42 2 5 ‐40 ‐03 D e v e l o p m e n t Ap p l i c at i o n F ee s ( 1 0 0 , 0 0 0 . 0 0 ) (1 0 0 , 0 0 0 . 0 0 ) (1 0 , 3 7 5 . 0 0 ) (4 , 2 0 5 . 0 0 ) 10.38 (89,625.00) 18 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐49 1 0 ‐40 ‐03 O t h e r Re v e n u e (3 , 0 0 0 . 0 0 ) (3 , 0 0 0 . 0 0 ) (2 , 9 3 5 . 0 0 ) (1 , 6 3 5 . 0 0 ) 97.83 (65.00) 10 0 ‐49 1 0 ‐50 ‐01 O t h e r Re v e n u e (1 5 , 0 0 0 . 0 0 ) (1 5 , 0 0 0 . 0 0 ) (1 , 4 4 0 . 0 0 ) 9.60 (13,560.00) 10 0 ‐40 5 6 ‐60 ‐00 F i e l d Re n t a l Fe e s (4 9 , 5 0 0 . 0 0 ) (4 9 , 5 0 0 . 0 0 ) (2 3 , 3 9 0 . 0 0 ) (4 5 . 0 0 ) 47.25 (26,110.00) 10 0 ‐40 5 7 ‐60 ‐00 P a v i l i o n Us e r Fe e s (3 , 5 0 0 . 0 0 ) (3 , 5 0 0 . 0 0 ) (8 4 0 . 0 0 ) 24.00 (2,660.00) 10 0 ‐40 5 8 ‐60 ‐00 P a r k Pr o g r a m Fe e s (4 4 , 0 0 0 . 0 0 ) (44 , 00 0 . 0 0 ) (2 , 5 2 9 . 6 9 ) (4 3 0 . 8 0 ) 5.75 (41,470.31) 10 0 ‐40 6 3 ‐60 ‐05 L o s t Fe e s (2 7 5 . 0 0 ) (2 7 5 . 0 0 ) (3 8 . 9 3 ) (2 1 . 9 5 ) 14.16 (236.07) 10 0 ‐40 6 4 ‐60 ‐05 P r i n t i n g / C o p y i n g Fe e s (6 0 . 0 0 ) (6 0 . 0 0 ) (8 . 5 5 ) (1 . 9 5 ) 14.25 (51.45) 10 0 ‐40 6 5 ‐60 ‐05 B o o k Fi n e s (6 6 0 . 0 0 ) (6 6 0 . 0 0 ) (2 6 2 . 0 0 ) (8 5 . 1 0 ) 39.70 (398.00) 10 0 ‐45 1 0 ‐60 ‐05 G r a n t s (2 , 5 0 0 . 0 0 ) (2 , 5 0 0 . 0 0 ) (2,500.00) 10 0 ‐49 1 0 ‐60 ‐05 O t h e r Re v e n u e (2 5 0 . 0 0 ) (2 5 0 . 0 0 ) (0 . 1 1 ) 0.04 (249.89) 10 0 ‐51 1 0 ‐10 ‐01 S al a r i e s & Wa g e s 68 , 0 9 7 . 0 0 68 , 0 9 7 . 0 0 15 , 2 5 7 . 1 6 5, 0 8 5 . 7 2 22.41 52,839.84 10 0 ‐51 4 0 ‐10 ‐01 S a l a r i e s ‐ Lo n g e v i t y Pa y 21 5 . 0 0 21 5 . 0 0 21 5 . 0 0 100.00 10 0 ‐51 4 5 ‐10 ‐01 S o c i a l Se c u r i t y Ex p e n s e 4, 2 3 5 . 0 0 4, 2 3 5 . 0 0 95 0 . 9 7 31 2 . 5 5 22.46 3,284.03 10 0 ‐51 5 0 ‐10 ‐01 M e d i c a r e Ex p e n s e 99 1 . 0 0 99 1 . 0 0 22 2 . 4 0 73 . 0 9 22.44 768.60 10 0 ‐51 5 5 ‐10 ‐01 S U T A Ex p e n s e 17 1 . 0 0 17 1 . 0 0 171.00 10 0 ‐51 6 0 ‐10 ‐0 1 H e a l t h / D e n t a l I ns u r a n c e 6, 1 0 0 . 0 0 6, 1 0 0 . 0 0 1, 2 7 0 . 9 2 42 3 . 6 4 20.84 4,829.08 10 0 ‐51 6 5 ‐10 ‐01 D e n t a l In s u r a n c e 43 3 . 0 0 43 3 . 0 0 97 . 3 8 32 . 4 6 22.49 335.62 10 0 ‐51 7 0 ‐10 ‐01 L i f e In s u r a n c e 92 . 0 0 92 . 0 0 23 . 6 4 7. 8 8 25.70 68.36 10 0 ‐51 7 5 ‐10 ‐01 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 13 9 . 0 0 13 9 . 0 0 15 . 5 8 5. 1 2 11.21 123.42 10 0 ‐51 8 0 ‐10 ‐01 T M R S Ex p e n s e 9, 1 7 4 . 0 0 9, 1 7 4 . 0 0 1, 9 2 8 . 4 4 63 3 . 9 4 21.02 7,245.56 10 0 ‐51 8 5 ‐10 ‐01 Lo n g Te r m /S h o r t Te r m Di s a b i l i t 12 6 . 0 0 12 6 . 0 0 28 . 9 8 9. 6 6 23.00 97.02 10 0 ‐51 8 6 ‐10 ‐01 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 60 0 . 0 0 60 0 . 0 0 11 7 . 4 8 39 . 1 6 19.58 482.52 10 0 ‐51 9 0 ‐10 ‐01 C o n t r a c t La b o r 10 0 . 0 0 10 0 . 0 0 45 . 0 0 45.00 55.00 10 0 ‐52 1 0 ‐10 ‐01 S u p p l i e s 1, 2 0 0 . 0 0 (2 3 3 . 0 0 ) 96 7 . 0 0 39 7 . 9 6 27 9 . 9 7 41.15 569.04 10 0 ‐52 1 2 ‐10 ‐01 B u i l d i n g Su p p l i e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 27 2 . 2 5 19 6 . 5 4 27.23 727.75 10 0 ‐52 3 0 ‐10 ‐01 D u e s , F e e s , & Su b s c r i p t i o n s 2, 5 5 0 . 0 0 23 3 . 0 0 2, 7 8 3 . 0 0 2, 6 9 7 . 0 0 42 0 . 0 0 96.91 86.00 10 0 ‐52 4 0 ‐10 ‐01 P o s t a g e an d De l i v e r y 10 0 . 0 0 10 0 . 0 0 0. 6 8 0.68 99.32 10 0 ‐52 5 0 ‐10 ‐01 P u b l i c a t i o n s 40 0 . 0 0 40 0 . 0 0 400.00 10 0 ‐52 8 0 ‐10 ‐01 P r i n t i n g an d Re p r o d u c t i o n 15 0 . 0 0 15 0 . 0 0 150.00 10 0 ‐53 3 0 ‐10 ‐01 C o p i e r Ex p e n s e 25 0 . 0 0 25 0 . 0 0 26 . 7 4 13 . 3 7 10.70 223.26 10 0 ‐53 4 0 ‐10 ‐01 B u i l d i n g Re p a i r s 50 0 . 0 0 50 0 . 00 500.00 10 0 ‐54 1 0 ‐10 ‐01 P r o f e s s i o n a l Se r v i c e s 27 2 , 1 1 0 . 0 0 27 2 , 1 1 0 . 0 0 56 , 0 2 7 . 7 6 25 , 9 9 3 . 5 6 21 1 , 9 4 8 . 9 8 20.59 4,133.26 10 0 ‐54 3 0 ‐10 ‐01 L e g a l Fe e s 72 , 4 5 0 . 0 0 72 , 4 5 0 . 0 0 12 , 6 5 6 . 1 3 6, 6 1 5 . 0 0 17.47 59,793.87 10 0 ‐54 8 0 ‐10 ‐01 C o n t r a c t e d Se r v i c e s 9, 7 5 5 . 0 0 9, 7 5 5 . 0 0 2, 4 8 9 . 4 7 1, 3 1 6 . 0 4 25.52 7,265.53 10 0 ‐55 2 4 ‐10 ‐01 G a s 50 0 . 0 0 50 0 . 0 0 14 2 . 1 4 53 . 5 0 28.43 357.86 10 0 ‐55 2 5 ‐10 ‐01 E l e c t r i c i t y 7, 2 5 0 . 0 0 7, 2 5 0 . 0 0 79 7 . 6 1 79 7 . 6 1 11.00 6,452.39 10 0 ‐55 2 6 ‐10 ‐01 D a t a Ne t w o r k 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 11 3 . 9 7 37 . 9 9 11.40 886.03 10 0 ‐55 3 0 ‐10 ‐01 T r a v e l 25 0 . 0 0 25 0 . 0 0 250.00 10 0 ‐55 3 3 ‐10 ‐01 M i l e a g e Ex p e n s e 20 0 . 0 0 20 0 . 0 0 200.00 10 0 ‐55 3 6 ‐10 ‐01 T r a i n i n g / S e m i n a r s 20 0 . 0 0 20 0 . 0 0 200.00 10 0 ‐51 1 0 ‐10 ‐02 S a l a r i e s & Wa g e s 12 8 , 5 6 1 . 0 0 3, 3 0 5 . 0 0 13 1 , 8 6 6 . 0 0 26 , 7 3 3 . 8 8 9, 1 5 5 . 2 6 20.27 105,132.12 19 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 4 0 ‐10 ‐02 S a l a r i e s ‐ Lo n g e v i t y Pa y 21 0 . 0 0 21 0 . 0 0 21 0 . 0 0 100.00 10 0 ‐51 4 3 ‐10 ‐02 C e l l Ph o n e Al l o w a n c e 1, 0 8 0 . 0 0 1, 0 8 0 . 0 0 27 0 . 0 0 90 . 0 0 25.00 810.00 10 0 ‐51 4 5 ‐10 ‐02 S o c i a l Se c u r i t y Ex p e n s e 8, 0 5 4 . 0 0 8, 0 5 4 . 0 0 1, 6 8 8 . 4 0 57 3 . 5 9 20.96 6,365.60 10 0 ‐51 5 0 ‐10 ‐02 M e d i c a r e Ex p e n s e 1, 8 8 4 . 0 0 1, 8 8 4 . 0 0 39 4 . 8 6 13 4 . 1 4 20.96 1,489.14 10 0 ‐51 5 5 ‐10 ‐02 S U T A Ex p e n s e 51 3 . 0 0 51 3 . 00 85 . 45 24 . 0 3 16.66 427.55 10 0 ‐51 7 0 ‐10 ‐02 L i f e In s u r a n c e 19 5 . 0 0 19 5 . 0 0 55 . 4 4 18 . 4 8 28.43 139.56 10 0 ‐51 7 5 ‐10 ‐02 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 26 5 . 0 0 26 5 . 0 0 27 . 2 3 9. 2 5 10.28 237.77 10 0 ‐51 8 0 ‐10 ‐02 T M R S Ex p e n s e 12 , 7 0 1 . 0 0 12 , 7 0 1 . 0 0 2, 7 0 9 . 4 1 89 8 . 8 5 21.33 9,991.59 10 0 ‐51 8 5 ‐10 ‐02 L o n g Te r m / S h o r t Te r m Di s a b i l i t 17 2 . 0 0 17 2 . 0 0 40 . 7 2 13 . 6 4 23.67 131.28 10 0 ‐51 9 3 ‐10 ‐02 Re c o r d s R et e n t i o n 2, 4 7 0 . 0 0 2, 4 7 0 . 0 0 2,470.00 10 0 ‐52 1 0 ‐10 ‐02 S u p p l i e s 1, 2 0 0 . 0 0 1, 2 0 0 . 0 0 50 7 . 4 5 28 4 . 4 9 42.29 692.55 10 0 ‐52 1 2 ‐10 ‐02 B u i l d i n g Su p p l i e s 27 2 . 2 2 19 6 . 5 1 (272.22) 10 0 ‐52 2 0 ‐10 ‐02 O f f i c e Eq u i p m e n t 50 0 . 0 0 50 0 . 0 0 10 5 . 1 2 10 5 . 1 2 21.02 394.88 10 0 ‐52 3 0 ‐10 ‐02 D u e s , F e e s , & Su b s c r i p t i o n s 1, 8 6 0 . 0 0 1, 8 6 0 . 0 0 55 . 0 0 30 . 0 0 2.96 1,805.00 10 0 ‐52 4 0 ‐10 ‐02 P o s t a g e an d De l i v e r y 20 0 . 0 0 20 0 . 0 0 34 . 7 1 20 . 0 3 17.36 165.29 10 0 ‐52 8 0 ‐10 ‐02 P r i n t i n g an d Re p r o d u c t i o n 1, 1 3 5 . 0 0 1, 1 3 5 . 0 0 1,135.00 10 0 ‐53 1 0 ‐10 ‐02 R e n t a l Ex p e n s e 5, 8 0 0 . 0 0 5, 8 0 0 . 0 0 1, 6 1 7 . 6 8 1, 3 9 3 . 6 8 27.89 4,182.32 10 0 ‐53 3 0 ‐10 ‐02 C o p i e r Ex p e n s e 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 22 7 . 7 8 11 6 . 2 4 15.19 1,272.22 10 0 ‐53 4 0 ‐10 ‐02 B u i l d i n g Re p a i r s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐54 3 0 ‐10 ‐02 L e g a l Fe e s 21 , 6 0 0 . 0 0 21 , 6 0 0 . 0 0 4, 6 2 0 . 1 2 2, 5 0 9 . 9 8 21.39 16,979.88 10 0 ‐54 3 5 ‐10 ‐02 L e g a l N ot i c e s / F i l i n g s 5, 10 0 . 0 0 5, 1 0 0 . 0 0 2, 7 4 1 . 1 0 40 5 . 2 0 53.75 2,358.90 10 0 ‐54 6 0 ‐10 ‐02 E l e c t i o n Ex p e n s e 14 , 6 5 0 . 0 0 14 , 6 5 0 . 0 0 75 . 0 0 75 . 0 0 0.51 14,575.00 10 0 ‐54 8 0 ‐10 ‐02 C o n t r a c t e d Se r v i c e s 14 , 9 0 5 . 0 0 15 , 4 1 3 . 0 0 30 , 3 1 8 . 0 0 37 5 . 0 0 23 , 0 1 2 . 5 0 1.24 6,930.50 10 0 ‐55 2 0 ‐10 ‐02 T e l e p h o n e s 60 0 . 0 0 60 0 . 0 0 30 6 . 7 4 82 . 4 0 51.12 293.26 10 0 ‐55 2 6 ‐10 ‐02 D a t a Ne t w o r k 46 0 . 0 0 46 0 . 0 0 11 3 . 9 7 37 . 9 9 24.78 346.03 10 0 ‐55 3 0 ‐10 ‐02 T r a v e l 4, 6 0 0 . 0 0 4, 6 0 0 . 0 0 74 0 . 61 68 9 . 61 16.10 3,859.39 10 0 ‐55 3 3 ‐10 ‐02 M i l e a g e Ex p e n s e 80 0 . 0 0 80 0 . 0 0 34 . 5 6 4.32 765.44 10 0 ‐55 3 6 ‐10 ‐02 T r a i n i n g / S e m i n a r s 2, 6 9 0 . 0 0 2, 6 9 0 . 0 0 39 5 . 0 0 39 5 . 0 0 14.68 2,295.00 10 0 ‐55 3 8 ‐10 ‐02 C o u n c i l / P u b l i c Of f i c i a l Ex p e n s 21 , 0 0 0 . 0 0 21 , 0 0 0 . 0 0 4, 6 5 0 . 3 6 3, 4 0 8 . 4 2 22.15 16,349.64 10 0 ‐56 0 0 ‐10 ‐02 S p e c i a l Ev e n t s 2, 8 8 1 . 0 0 2, 8 8 1 . 0 0 1, 9 4 7 . 8 3 1, 9 0 2 . 8 3 67.61 933.17 10 0 ‐51 1 0 ‐10 ‐03 S a l a r i e s & Wa g e s 42 6 , 3 3 2 . 0 0 6, 0 7 3 . 0 0 43 2 , 40 5 . 00 99 , 0 7 6 . 2 4 31 , 8 3 3 . 4 5 22.91 333,328.76 10 0 ‐51 1 5 ‐10 ‐03 S a l a r i e s ‐ Ov e r t i m e 1, 8 0 8 . 0 0 1, 8 0 8 . 0 0 22 1 . 6 5 12.26 1,586.35 10 0 ‐51 2 6 ‐10 ‐03 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 4, 0 2 1 . 0 0 4, 0 2 1 . 0 0 2, 5 0 0 . 3 1 62.18 1,520.69 10 0 ‐51 4 0 ‐10 ‐03 S a l a r i e s ‐ Lo n g e v i t y Pa y 66 0 . 0 0 66 0 . 0 0 59 0 . 0 0 89.39 70.00 10 0 ‐51 4 3 ‐10 ‐03 C e l l Ph o n e Al l o w a n c e 90 0 . 0 0 90 0 . 0 0 900.00 10 0 ‐51 4 5 ‐10 ‐03 S o c i a l Se c u r i t y Ex p e n s e 26 , 8 9 6 . 0 0 26 , 8 9 6 . 0 0 6, 2 9 4 . 5 1 1, 95 3 . 82 23.40 20,601.49 10 0 ‐51 5 0 ‐10 ‐03 M e d i c a r e Ex p e n s e 6, 2 9 1 . 0 0 6, 2 9 1 . 0 0 1, 4 7 2 . 1 0 45 6 . 9 4 23.40 4,818.90 10 0 ‐51 5 5 ‐10 ‐03 S U T A Ex p e n s e 1, 0 2 6 . 0 0 1, 0 2 6 . 0 0 17 1 . 0 0 16.67 855.00 10 0 ‐51 6 0 ‐10 ‐03 H e a l t h / D e n t a l In s u r a n c e 27 , 7 6 2 . 0 0 27 , 7 6 2 . 0 0 4, 6 1 7 . 6 4 1, 4 7 0 . 9 4 16.63 23,144.36 10 0 ‐51 6 5 ‐10 ‐03 D e n t a l In s u r a n c e 2, 0 3 2 . 0 0 2, 0 3 2 . 0 0 26 0 . 7 6 65 . 2 8 12.83 1,771.24 10 0 ‐51 7 0 ‐10 ‐03 L i f e In s u r a n c e 67 7 . 0 0 67 7 . 0 0 89 . 6 8 25 . 1 4 13.25 587.32 20 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 7 5 ‐10 ‐03 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 88 4 . 0 0 88 4 . 0 0 10 2 . 4 9 31 . 8 6 11.59 781.51 10 0 ‐51 8 0 ‐10 ‐03 T M R S Ex p e n s e 58 , 2 6 9 . 0 0 58 , 2 6 9 . 0 0 12 , 6 9 2 . 3 3 3, 9 4 2 . 6 4 21.78 45,576.67 10 0 ‐51 8 5 ‐10 ‐03 L o n g Te r m / S h o r t Te r m Di s a b i l i t 78 9 . 0 0 78 9 . 0 0 14 5 . 1 2 50 . 0 6 18.39 643.88 10 0 ‐51 8 6 ‐10 ‐03 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 1 , 6 5 0 . 0 0 1, 6 5 0 . 0 0 21 7 . 4 8 39 . 1 6 13.18 1,432.52 10 0 ‐51 9 1 ‐10 ‐03 Hi r in g Co s t 10 0 . 0 0 10 0 . 0 0 100.00 10 0 ‐52 1 0 ‐10 ‐03 S u p p l i e s 3, 5 5 0 . 0 0 3, 5 5 0 . 0 0 1, 4 8 3 . 4 0 84 4 . 4 0 41.79 2,066.60 10 0 ‐52 1 2 ‐10 ‐03 B u i l d i n g Su p p l i e s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 25 7 . 1 2 25 7 . 1 2 12.86 1,742.88 10 0 ‐52 2 0 ‐10 ‐03 O f f i c e Eq u i p m e n t 1, 3 5 0 . 0 0 1, 3 5 0 . 0 0 10 5 . 1 2 10 5 . 1 2 7.79 1,244.88 10 0 ‐52 3 0 ‐10 ‐03 D u e s , F e e s , & Su b s c r i p t i o n s 6, 0 9 0 . 0 0 6, 0 9 0 . 0 0 98 3 . 0 0 55 5 . 0 0 16.14 5,107.00 10 0 ‐52 4 0 ‐10 ‐03 P o s t a g e an d D el i v e r y 1 ,8 0 0 . 0 0 1, 8 0 0 . 0 0 33 0 . 8 2 15 2 . 7 6 18.38 1,469.18 10 0 ‐52 8 0 ‐10 ‐03 P r i n t i n g an d Re p r o d u c t i o n 15 0 . 0 0 15 0 . 0 0 12 0 . 2 6 80.17 29.74 10 0 ‐53 1 0 ‐10 ‐03 R e n t a l Ex p e n s e 20 , 0 0 0 . 0 0 20 , 0 0 0 . 0 0 6, 3 8 7 . 4 0 1, 6 8 4 . 6 0 12 , 5 4 0 . 8 0 31.94 1,071.80 10 0 ‐53 3 0 ‐10 ‐03 C o p i e r Ex p e n s e 1, 6 0 0 . 0 0 1, 6 0 0 . 0 0 34 2 . 8 3 21 5 . 7 6 21.43 1,257.17 10 0 ‐53 4 0 ‐10 ‐03 B u i l d i n g Re p a i r s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐54 1 0 ‐10 ‐03 P r o f e s s i o n a l Se r v i c e s 7, 2 0 0 . 0 0 7, 2 0 0 . 0 0 3, 13 5 . 60 1, 5 6 0 . 6 0 43.55 4,064.40 10 0 ‐54 1 2 ‐10 ‐03 A u d i t Fe e s 35 , 7 0 0 . 0 0 35 , 7 0 0 . 0 0 14 , 4 8 2 . 0 0 14 , 4 8 2 . 0 0 27 , 5 0 8 . 0 0 40.57 (6,290.00) 10 0 ‐54 1 4 ‐10 ‐03 A p p r a i s a l / T a x Fe e s 10 0 , 0 0 0 . 0 0 10 0 , 0 0 0 . 0 0 30 , 6 2 9 . 0 0 9, 8 3 3 . 4 8 30.63 69,371.00 10 0 ‐54 1 8 ‐10 ‐03 I T Fe e s 48 , 9 0 0 . 0 0 48 , 9 0 0 . 0 0 13 , 4 8 8 . 0 0 22 4 . 0 0 27.58 35,412.00 10 0 ‐54 1 9 ‐10 ‐03 I T Li c e n s e s 12 , 5 0 0 . 0 0 12 , 5 0 0 . 0 0 7, 5 0 0 . 0 0 60.00 5,000.00 10 0 ‐54 3 0 ‐10 ‐03 L e g a l Fe e s 9, 2 8 9 . 0 0 9, 2 8 9 . 0 0 1, 0 2 6 . 0 0 11.05 8,263.00 10 0 ‐54 8 0 ‐10 ‐03 C o n t r a c t e d Se r v i c e s 8, 8 9 0 . 0 0 8, 8 9 0 . 0 0 8, 0 6 3 . 4 4 5, 7 3 0 . 1 9 90.70 826.56 10 0 ‐55 2 0 ‐10 ‐03 T e l e p h o n e s 1, 5 7 5 . 0 0 1, 5 7 5 . 0 0 53 5 . 5 8 20 2 . 4 8 34.01 1,039.42 10 0 ‐55 2 5 ‐10 ‐03 E l e c t r i c i t y 8, 5 0 0 . 0 0 8, 5 0 0 . 0 0 94 6 . 2 2 43 6 . 9 6 11.13 7,553.78 10 0 ‐55 2 6 ‐10 ‐03 D a t a Ne t w o r k 50 0 . 0 0 50 0 . 0 0 11 3 . 9 7 37 . 9 9 22.79 386.03 10 0 ‐55 3 0 ‐10 ‐03 T r a v e l 9, 1 0 0 . 0 0 9, 1 0 0 . 0 0 1, 9 1 2 . 3 5 1, 5 6 0 . 1 5 21.02 7,187.65 10 0 ‐55 3 3 ‐10 ‐03 Mi l e a ge Ex p e n s e 1, 5 0 5 . 0 0 1, 5 0 5 . 0 0 14 5 . 2 6 9.65 1,359.74 10 0 ‐55 3 6 ‐10 ‐03 T r a i n i n g / S e m i n a r s 4, 8 3 5 . 0 0 4, 8 3 5 . 0 0 1, 1 7 0 . 0 0 25 0 . 0 0 24.20 3,665.00 10 0 ‐51 1 0 ‐10 ‐04 S a l a r i e s & Wa g e s 13 9 , 4 1 5 . 0 0 2, 3 8 2 . 0 0 14 1 , 7 9 7 . 0 0 31 , 6 1 7 . 5 9 10 , 5 6 4 . 6 6 22.30 110,179.41 10 0 ‐51 1 5 ‐10 ‐04 S a l a r i e s ‐ Ov e r t i m e 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 39 9 . 6 9 16 8 . 8 3 7.99 4,600.31 10 0 ‐51 2 6 ‐10 ‐04 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 2, 6 0 3 . 0 0 2, 6 0 3 . 0 0 2, 6 4 1 . 1 6 101.47 (38.16) 10 0 ‐51 4 0 ‐10 ‐04 S al a r i e s ‐ Lo n g e v i t y Pa y 29 0 . 0 0 29 0 . 0 0 28 5 . 0 0 98.28 5.00 10 0 ‐51 4 5 ‐10 ‐04 S o c i a l Se c u r i t y Ex p e n s e 9, 1 4 3 . 0 0 9, 1 4 3 . 0 0 2, 0 0 9 . 3 7 61 3 . 0 9 21.98 7,133.63 10 0 ‐51 5 0 ‐10 ‐04 M e d i c a r e Ex p e n s e 2, 1 3 8 . 0 0 2, 1 3 8 . 0 0 46 9 . 9 3 14 3 . 3 8 21.98 1,668.07 10 0 ‐51 5 5 ‐10 ‐04 S U T A Ex p e n s e 34 2 . 0 0 34 2 . 0 0 342.00 10 0 ‐51 6 0 ‐10 ‐04 H e a l t h / D e n t a l In s u r a n c e 15 , 5 9 0 . 0 0 15 , 5 9 0 . 0 0 3, 5 6 7 . 6 9 1, 1 9 0 . 0 2 22.88 12,022.31 10 0 ‐51 6 5 ‐10 ‐04 De n t a l I ns u r a n c e 96 2 . 0 0 96 2 . 0 0 21 6 . 3 5 72 . 1 8 22.49 745.65 10 0 ‐51 7 0 ‐10 ‐04 L i f e In s u r a n c e 31 5 . 0 0 31 5 . 0 0 55 . 4 5 18 . 5 0 17.60 259.55 10 0 ‐51 7 5 ‐10 ‐04 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 29 0 . 0 0 29 0 . 0 0 34 2 . 2 2 10 5 . 9 3 118.01 (52.22) 10 0 ‐51 8 0 ‐10 ‐04 T M R S Ex p e n s e 19 , 7 9 9 . 0 0 19 , 7 9 9 . 0 0 4, 3 4 1 . 0 6 1, 3 3 3 . 9 2 21.93 15,457.94 10 0 ‐51 8 5 ‐10 ‐04 L o n g Te r m / S h o r t Te r m Di s a b i l i t 25 7 . 0 0 25 7 . 0 0 60 . 0 9 20 . 0 8 23.38 196.91 10 0 ‐51 8 6 ‐10 ‐0 4 WE L L E ‐We l l n e s s Pr o g Re i m b Em p l 60 0 . 0 0 60 0 . 0 0 15 0 . 0 0 50 . 0 0 25.00 450.00 21 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 9 1 ‐10 ‐04 H i r i n g Co s t 23 , 2 0 0 . 0 0 23 , 2 0 0 . 0 0 2, 1 3 6 . 9 6 85 2 . 3 6 9.21 21,063.04 10 0 ‐52 1 0 ‐10 ‐04 S u p p l i e s 1, 7 1 0 . 0 0 1, 7 1 0 . 0 0 72 3 . 6 4 72 3 . 6 4 42.32 986.36 10 0 ‐52 1 2 ‐10 ‐04 B u i l d i n g Su p p l i e s 15 . 9 9 15 . 9 9 (15.99) 10 0 ‐52 2 0 ‐10 ‐04 O f f i c e Eq u i p m e n t 9, 4 6 3 . 0 0 9, 4 6 3 . 0 0 9,463.00 10 0 ‐52 3 0 ‐10 ‐04 D u e s , F e e s , & Su b s c r i p t i o n s 5, 5 3 0 . 0 0 5, 5 3 0 . 0 0 48 2 . 0 0 23 3 . 0 0 8.72 5,048.00 10 0 ‐52 4 0 ‐10 ‐04 Po s t a g e an d De l i v e r y 38 2 . 0 0 38 2 . 0 0 11 1 . 0 9 52 . 9 6 29.08 270.91 10 0 ‐52 5 0 ‐10 ‐04 P u b l i c a t i o n s 50 0 . 0 0 50 0 . 0 0 36 2 . 4 0 72.48 137.60 10 0 ‐52 8 0 ‐10 ‐04 P r i n t i n g an d Re p r o d u c t i o n 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐53 3 0 ‐10 ‐04 C o p i e r Ex p e n s e 1, 1 6 0 . 0 0 1, 1 6 0 . 0 0 36 4 . 0 4 22 5 . 0 0 31.38 795.96 10 0 ‐54 1 0 ‐10 ‐04 P r o f e s s i o n a l Se r v i c e s 31 , 0 0 0 . 0 0 31 , 0 0 0 . 0 0 1, 1 0 0 . 2 5 37 5 . 5 0 3.55 29,899.75 10 0 ‐54 1 9 ‐10 ‐04 I T Li c e n s e s 4, 2 8 5 . 0 0 4, 2 8 5 . 0 0 4,285.00 10 0 ‐54 2 0 ‐10 ‐04 M u n i c i p a l Co u r t / J u d g e Fe e s 6. 4 7 6. 4 7 (6.47) 10 0 ‐54 3 0 ‐10 ‐04 L e g a l Fe e s 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 79 8 . 0 0 26 6 . 0 0 7.98 9,202.00 10 0 ‐54 3 5 ‐10 ‐04 L e g a l No t i c e s / F i l i n g s 51 . 0 0 (51.00) 10 0 ‐54 8 0 ‐10 ‐04 C o n t r a c t e d Se r v i c e s 91 3 . 7 5 30 7 . 4 5 (913.75) 10 0 ‐55 2 0 ‐10 ‐04 T e l e p h o n e s 1, 2 7 2 . 0 0 1, 2 7 2 . 0 0 15 4 . 3 8 10 2 . 9 2 12.14 1,117.62 10 0 ‐55 3 0 ‐10 ‐04 T r a v e l 3, 6 0 0 . 0 0 3, 6 0 0 . 0 0 3,600.00 10 0 ‐55 3 3 ‐10 ‐04 Mi l e a g e E xp e n s e 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐55 3 6 ‐10 ‐04 T r a i n i n g / S e m i n a r s 4, 7 0 0 . 0 0 4, 7 0 0 . 0 0 25 . 3 8 0.54 4,674.62 10 0 ‐56 0 0 ‐10 ‐04 S p e c i a l Ev e n t s 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 4, 0 0 5 . 1 6 3, 9 8 5 . 1 8 40.05 5,994.84 10 0 ‐51 1 0 ‐10 ‐05 S a l a r i e s & Wa g e s 17 5 , 1 1 4 . 0 0 8, 0 4 1 . 0 0 18 3 , 1 5 5 . 0 0 41 , 5 6 6 . 7 7 13 , 7 3 8 . 9 0 22.70 141,588.23 10 0 ‐51 1 5 ‐10 ‐05 S a l a r i e s ‐ Ov e r t i m e 35 2 . 1 7 17 7 . 0 8 (352.17) 10 0 ‐51 4 0 ‐10 ‐05 S a l a r i e s ‐ Lo n g e v i t y Pa y 70 . 0 0 70 . 0 0 70.00 10 0 ‐51 4 3 ‐10 ‐05 C el l Ph o n e Al l o w a n c e 2, 7 6 0 . 0 0 2, 7 6 0 . 0 0 69 0 . 0 0 23 0 . 0 0 25.00 2,070.00 10 0 ‐51 4 5 ‐10 ‐05 S o c i a l Se c u r i t y Ex p e n s e 11 , 0 3 7 . 0 0 11 , 0 3 7 . 0 0 2, 3 8 2 . 0 2 79 0 . 4 7 21.58 8,654.98 10 0 ‐51 5 0 ‐10 ‐05 M e d i c a r e Ex p e n s e 2, 5 8 1 . 0 0 2, 5 8 1 . 0 0 55 7 . 0 8 18 4 . 8 7 21.58 2,023.92 10 0 ‐51 5 5 ‐10 ‐05 S U T A Ex p e n s e 34 2 . 0 0 34 2 . 0 0 342.00 10 0 ‐51 6 0 ‐10 ‐05 H e a l t h / D e n t a l In s u r a n c e 18 , 8 7 0 . 0 0 18 , 8 7 0 . 0 0 4, 1 5 5 . 8 4 1, 3 8 5 . 2 8 22.02 14,714.16 10 0 ‐51 6 5 ‐10 ‐05 De n t a l I ns u r a n c e 98 8 . 0 0 98 8 . 0 0 22 2 . 4 8 74 . 1 6 22.52 765.52 10 0 ‐51 7 0 ‐10 ‐05 L i f e In s u r a n c e 18 4 . 0 0 18 4 . 0 0 62 . 8 2 20 . 9 4 34.14 121.18 10 0 ‐51 7 5 ‐10 ‐05 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 36 3 . 0 0 36 3 . 0 0 42 . 5 3 14 . 0 9 11.72 320.47 10 0 ‐51 8 0 ‐10 ‐05 T M R S Ex p e n s e 23 , 9 0 6 . 0 0 23 , 9 0 6 . 0 0 5, 2 7 0 . 7 4 1, 7 4 9 . 8 7 22.05 18,635.26 10 0 ‐51 8 5 ‐10 ‐05 L o n g Te r m / S h o r t Te r m Di s a b i l i t 32 3 . 0 0 32 3 . 0 0 79 . 0 2 26 . 1 2 24.46 243.98 10 0 ‐52 1 0 ‐10 ‐05 S up p l i e s 50 0 . 0 0 50 0 . 0 0 87 . 6 5 87 . 6 5 17.53 412.35 10 0 ‐52 1 2 ‐10 ‐05 B u i l d i n g Su p p l i e s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐52 2 0 ‐10 ‐05 O f f i c e Eq u i p m e n t 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐52 2 5 ‐10 ‐05 C o m p u t e r Ha r d w a r e 30 , 8 6 0 . 0 0 30 , 8 6 0 . 0 0 11 , 1 4 6 . 8 3 11 , 0 6 9 . 8 1 36.12 19,713.17 10 0 ‐52 3 0 ‐10 ‐05 D u e s , F e e s , & Su b s c r i p t i o n s 50 0 . 0 0 50 0 . 0 0 15 0 . 0 0 15 0 . 0 0 30.00 350.00 10 0 ‐52 4 0 ‐10 ‐05 P o s t a g e an d De l i v e r y 30 0 . 0 0 30 0 . 0 0 13 9 . 56 13 9 . 09 46.52 160.44 10 0 ‐52 8 0 ‐10 ‐05 P r i n t i n g an d Re p r o d u c t i o n 20 0 . 0 0 20 0 . 0 0 200.00 10 0 ‐53 3 0 ‐10 ‐05 C o p i e r Ex p e n s e 28 , 7 3 0 . 0 0 28 , 7 3 0 . 0 0 7, 0 0 6 . 6 7 2, 3 6 0 . 4 1 20 , 8 3 3 . 9 3 24.39 889.40 22 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐54 0 0 ‐10 ‐05 U n i f o r m Ex p e n s e 80 0 . 0 0 80 0 . 0 0 800.00 10 0 ‐54 1 0 ‐10 ‐05 P r o f e s s i o n a l Se r v i c e s 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 20 7 . 0 0 20 7 . 0 0 4.14 4,793.00 10 0 ‐54 1 8 ‐10 ‐05 I T Fe e s 42 , 4 5 0 . 0 0 42 , 4 5 0 . 0 0 3, 6 7 9 . 1 3 1, 4 0 5 . 1 3 5, 2 5 0 . 0 0 8.67 33,520.87 10 0 ‐54 1 9 ‐10 ‐05 I T Li c e n s e s 88 , 7 0 0 . 0 0 88 , 7 0 0 . 0 0 77 2 . 9 2 77 2 . 9 2 0.87 87,927.08 10 0 ‐54 3 0 ‐10 ‐05 L e g a l Fe e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐54 8 0 ‐10 ‐05 C on t r a c t e d Se r v i c e s 33 , 0 0 0 . 0 0 33 , 0 0 0 . 0 0 14 7 . 5 0 14 7 . 5 0 0.45 32,852.50 10 0 ‐55 2 0 ‐10 ‐05 T e l e p h o n e s 30 , 6 6 3 . 0 0 30 , 6 6 3 . 0 0 11 , 0 6 9 . 4 2 3, 4 8 5 . 8 2 36.10 19,593.58 10 0 ‐55 2 6 ‐10 ‐05 D a t a Ne t w o r k 58 , 2 3 2 . 0 0 58 , 2 3 2 . 0 0 9, 2 4 3 . 7 3 3, 1 9 4 . 4 3 15.87 48,988.27 10 0 ‐55 3 0 ‐10 ‐05 T r a v e l 3, 7 2 0 . 0 0 3, 7 2 0 . 0 0 3,720.00 10 0 ‐55 3 3 ‐10 ‐05 M i l e a g e Ex p e n s e 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 62 7 . 5 4 41.84 872.46 10 0 ‐55 3 6 ‐10 ‐05 T r a i n i n g / S e m i n a r s 7, 0 0 0 . 0 0 7, 0 0 0 . 0 0 30 2 . 4 0 30 2 . 4 0 4.32 6,697.60 10 0 ‐56 2 0 ‐10 ‐05 T o o l s & Eq u i p m e n t 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 33 7 . 8 7 78 . 5 4 33.79 662.13 10 0 ‐56 3 0 ‐10 ‐05 S a f e t y Eq u i p m e n t 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐51 1 0 ‐10 ‐07 S a l a r i e s & Wa g e s 11 9 , 4 0 1 . 0 0 12 3 . 0 0 11 9 , 5 2 4 . 0 0 26 , 7 4 2 . 6 8 8, 9 1 5 . 5 6 22.37 92,781.32 10 0 ‐51 1 5 ‐10 ‐07 S a l a r i e s ‐ Ov e r t i m e 25 1 . 0 0 25 1 . 0 0 251.00 10 0 ‐51 2 6 ‐10 ‐07 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 3, 1 7 4 . 0 0 3, 1 7 4 . 0 0 3, 1 7 3 . 7 6 99.99 0.24 10 0 ‐51 2 8 ‐10 ‐07 L an g u a g e Pa y 2, 2 5 0 . 0 0 2, 2 5 0 . 0 0 40 0 . 0 0 15 0 . 0 0 17.78 1,850.00 10 0 ‐51 4 0 ‐10 ‐07 S a l a r i e s ‐ Lo n g e v i t y Pa y 23 5 . 0 0 23 5 . 0 0 19 0 . 0 0 80.85 45.00 10 0 ‐51 4 5 ‐10 ‐07 S o c i a l Se c u r i t y Ex p e n s e 7, 6 3 2 . 0 0 7, 6 3 2 . 0 0 1, 6 9 7 . 9 2 49 6 . 5 5 22.25 5,934.08 10 0 ‐51 5 0 ‐10 ‐07 M e d i c a r e Ex p e n s e 1, 7 8 5 . 0 0 1, 7 8 5 . 0 0 39 7 . 1 0 11 6 . 1 3 22.25 1,387.90 10 0 ‐51 5 5 ‐10 ‐07 S U T A Ex p e n s e 34 2 . 0 0 34 2 . 0 0 342.00 10 0 ‐51 6 0 ‐10 ‐07 H e a l t h / D e n t a l I n su r a n c e 20 , 0 2 6 . 0 0 20 , 0 2 6 . 0 0 4, 7 3 8 . 6 2 1, 5 7 9 . 5 4 23.66 15,287.38 10 0 ‐51 6 5 ‐10 ‐07 D e n t a l In s u r a n c e 89 8 . 0 0 89 8 . 0 0 20 9 . 7 6 69 . 9 2 23.36 688.24 10 0 ‐51 7 0 ‐10 ‐07 L i f e In s u r a n c e 18 4 . 0 0 18 4 . 0 0 47 . 2 8 15 . 7 6 25.70 136.72 10 0 ‐51 7 5 ‐10 ‐07 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 24 9 . 0 0 24 9 . 0 0 30 . 2 5 8. 9 6 12.15 218.75 10 0 ‐51 8 0 ‐10 ‐07 T M R S Ex p e n s e 16 , 5 2 8 . 0 0 16 , 5 2 8 . 0 0 3, 7 4 2 . 7 1 1, 1 0 9 . 0 3 22.65 12,785.29 10 0 ‐51 8 5 ‐10 ‐07 Lo n g Te r m /S h o r t Te r m Di s a b i l i t 22 1 . 0 0 22 1 . 0 0 50 . 8 1 16 . 9 4 22.99 170.19 10 0 ‐51 8 6 ‐10 ‐07 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 60 0 . 0 0 60 0 . 0 0 15 0 . 0 0 50 . 0 0 25.00 450.00 10 0 ‐52 1 0 ‐10 ‐07 S u p p l i e s 1, 7 0 0 . 0 0 1, 7 0 0 . 0 0 71 2 . 5 9 55 2 . 4 3 41.92 987.41 10 0 ‐52 1 2 ‐10 ‐07 B u i l d i n g Su p p l i e s 3, 7 4 9 . 0 0 3, 7 4 9 . 0 0 81 6 . 4 4 56 5 . 0 6 21.78 2,932.56 10 0 ‐52 2 0 ‐10 ‐07 O f f i c e Eq u i p m e n t 20 0 . 0 0 20 0 . 0 0 20 0 . 0 0 100.00 10 0 ‐52 3 0 ‐10 ‐07 D ue s , F e e s , & Su b s c r i p t i o n s 25 0 . 0 0 25 0 . 0 0 250.00 10 0 ‐52 4 0 ‐10 ‐07 P o s t a g e an d De l i v e r y 1, 4 0 0 . 0 0 1, 4 0 0 . 0 0 34 0 . 2 5 30 0 . 0 0 24.30 1,059.75 10 0 ‐52 5 0 ‐10 ‐07 P u b l i c a t i o n s 10 0 . 0 0 10 0 . 0 0 40 . 9 5 40 . 9 5 40.95 59.05 10 0 ‐52 8 0 ‐10 ‐07 P r i n t i n g an d Re p r o d u c t i o n 70 0 . 0 0 70 0 . 0 0 17 0 . 0 0 24.29 530.00 10 0 ‐53 1 0 ‐10 ‐07 R e n t a l Ex p e n s e 36 , 9 2 0 . 0 0 36 , 9 2 0 . 0 0 12 , 0 0 7 . 0 0 3, 0 8 9 . 5 0 11 , 8 9 0 . 0 0 32.52 13,023.00 10 0 ‐53 2 0 ‐10 ‐07 R e p a i r s & Ma in t e n a n c e 50 0 . 00 50 0 . 0 0 18 3 . 1 7 18 3 . 1 7 36.63 316.83 10 0 ‐53 3 0 ‐10 ‐07 C o p i e r Ex p e n s e 1, 8 5 0 . 0 0 1, 8 5 0 . 0 0 33 8 . 8 0 14 5 . 6 4 18.31 1,511.20 10 0 ‐54 1 8 ‐10 ‐07 I T Fe e s 6, 6 1 0 . 0 0 6, 6 1 0 . 0 0 3, 9 1 8 . 4 8 1, 6 6 0 . 9 8 59.28 2,691.52 10 0 ‐54 2 0 ‐10 ‐07 M u n i c i p a l Co u r t / J u d g e Fe e s 24 , 0 0 0 . 0 0 24 , 0 0 0 . 0 0 4, 0 0 0 . 0 0 1, 6 0 0 . 0 0 16.67 20,000.00 10 0 ‐54 2 5 ‐10 ‐07 S t a t e Fi n e s Ex p e n s e 1, 2 0 0 . 0 0 1, 2 0 0 . 0 0 41 8 . 7 4 41 8 . 7 4 34.90 781.26 23 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐54 3 0 ‐10 ‐07 L e g a l Fe e s 31 , 2 0 0 . 0 0 31 , 2 0 0 . 0 0 3, 0 1 3 . 0 0 1, 2 8 1 . 0 0 9.66 28,187.00 10 0 ‐54 8 0 ‐10 ‐07 C o n t r a c t e d Se r v i c e s 4, 8 0 0 . 0 0 4, 8 0 0 . 0 0 1, 4 1 5 . 0 0 70 0 . 0 0 29.48 3,385.00 10 0 ‐55 2 4 ‐10 ‐07 G a s 75 0 . 0 0 75 0 . 0 0 15 2 . 2 3 63 . 5 9 20.30 597.77 10 0 ‐55 2 5 ‐10 ‐07 E l e c t r i c i t y 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 19 8 . 1 2 19 8 . 1 2 13.21 1,301.88 10 0 ‐55 3 0 ‐10 ‐07 T r a v e l 70 0 . 0 0 70 0 . 0 0 38 1 . 5 5 34 1 . 5 5 54.51 318.45 10 0 ‐55 3 3 ‐10 ‐07 M i l e a g e Ex p e n s e 70 0 . 0 0 70 0 . 0 0 31 2 . 8 0 44.69 387.20 10 0 ‐55 3 6 ‐10 ‐07 T r a i n i n g / S e m i n a r s 70 0 . 0 0 70 0 . 0 0 700.00 10 0 ‐51 1 0 ‐10 ‐99 S a l a r i e s & Wa g e s 13 6 , 8 6 4 . 0 0 (1 3 6 , 8 6 4 . 0 0 ) 10 0 ‐51 7 6 ‐10 ‐99 T M L Pr o p . & Li a b . In s u r a n c e 11 0 , 0 0 0 . 0 0 11 0 , 0 0 0 . 0 0 93 , 4 5 5 . 6 0 84.96 16,544.40 10 0 ‐53 0 5 ‐10 ‐99 C h a p t 38 0 Pr o g r a m Gr a n t Ex p 18 3 , 6 0 0 . 0 0 18 3 , 6 0 0 . 0 0 4, 3 2 1 . 1 5 1, 4 1 6 . 1 6 2.35 179,278.85 10 0 ‐54 1 0 ‐10 ‐9 9 P r o f e s s i o n a l S er v i c e s 62 , 5 0 0 . 0 0 62 , 5 0 0 . 0 0 20 , 4 5 3 . 4 8 20 , 4 5 3 . 4 8 46 , 8 7 5 . 0 0 32.73 (4,828.48) 10 0 ‐54 8 0 ‐10 ‐99 C o n t r a c t e d Se r v i c e s 48 , 0 0 0 . 0 0 48 , 0 0 0 . 0 0 9, 0 0 0 . 0 0 3, 0 0 0 . 0 0 27 , 0 0 0 . 0 0 18.75 12,000.00 10 0 ‐56 0 0 ‐10 ‐99 S P E C I A L EV E N T S 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 5,000.00 10 0 ‐61 2 5 ‐10 ‐99 C a p i t a l Ex p e n s e Te c h n o l o g y 84 , 7 9 5 . 0 0 84 , 7 9 5 . 0 0 21 , 1 9 8 . 7 5 7, 0 6 6 . 2 5 25.00 63,596.25 10 0 ‐61 4 0 ‐10 ‐99 C a p i t a l Ex p e n d i t u r e ‐ Eq u i p m e n 77 , 8 7 4 . 0 0 77 , 8 7 4 . 0 0 19 , 4 6 8 . 5 0 6, 4 8 9 . 5 0 25.00 58,405.50 10 0 ‐61 6 0 ‐10 ‐99 Ca p i t a l Ex pe n d i t u r e ‐ Ve h i c l e s 28 0 , 4 8 9 . 0 0 28 0 , 4 8 9 . 0 0 70 , 1 2 2 . 2 4 23 , 3 7 4 . 0 8 25.00 210,366.76 10 0 ‐70 0 0 ‐10 ‐99 C o n t i n g e n c y 50 , 0 0 0 . 0 0 50 , 0 0 0 . 0 0 13 , 7 7 0 . 0 0 95 4 . 0 0 5, 1 1 7 . 5 0 27.54 31,112.50 10 0 ‐51 1 0 ‐20 ‐01 S a l a r i e s & Wa g e s 1, 6 0 2 , 8 1 2 . 0 0 28 , 3 1 6 . 0 0 1, 6 3 1 , 1 2 8 . 0 0 29 6 , 1 2 3 . 4 7 98 , 4 4 6 . 7 3 18.16 1,335,004.53 10 0 ‐51 1 5 ‐20 ‐01 S a l a r i e s ‐ Ov e r t i m e 75 , 3 8 6 . 0 0 75 , 3 8 6 . 0 0 16 , 8 1 0 . 2 4 4, 2 0 6 . 5 2 22.30 58,575.76 10 0 ‐51 2 6 ‐20 ‐01 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 14 , 5 2 3 . 0 0 14 , 5 2 3 . 0 0 13 , 4 9 2 . 3 6 92.90 1,030.64 10 0 ‐51 2 7 ‐20 ‐01 S a l a r i e s ‐Ce r t i f i c a t i o n Pa y 23 , 1 3 0 . 0 0 23 , 1 3 0 . 0 0 5, 1 7 8 . 3 6 1, 7 2 6 . 1 2 22.39 17,951.64 10 0 ‐51 4 0 ‐20 ‐01 S a l a r i e s ‐ Lo n g e v i t y Pa y 5, 7 8 5 . 0 0 5, 7 8 5 . 0 0 5, 2 8 5 . 0 0 91.36 500.00 10 0 ‐51 4 3 ‐20 ‐01 C e l l Ph o n e Al l o w a n c e 1, 9 8 0 . 0 0 1, 9 8 0 . 0 0 34 5 . 0 0 11 5 . 0 0 17.42 1,635.00 10 0 ‐51 4 5 ‐20 ‐01 S o c i a l Se c u r i t y Ex p e n s e 10 6 , 8 4 1 . 0 0 10 6 , 8 4 1 . 0 0 18 , 8 3 5 . 0 8 5, 5 7 7 . 6 3 17.63 88,005.92 10 0 ‐51 5 0 ‐20 ‐01 M e d i c a r e Ex p e n s e 24 , 9 8 7 . 0 0 24 , 9 8 7 . 0 0 4, 70 6 . 78 1, 4 5 4 . 0 5 18.84 20,280.22 10 0 ‐51 5 5 ‐20 ‐01 S U T A Ex p e n s e 4, 6 1 7 . 0 0 4, 6 1 7 . 0 0 55 . 3 2 1.20 4,561.68 10 0 ‐51 6 0 ‐20 ‐01 H e a l t h / D e n t a l In s u r a n c e 17 1 , 9 1 7 . 0 0 17 1 , 9 1 7 . 0 0 28 , 1 6 8 . 5 6 9, 3 8 9 . 5 2 16.39 143,748.44 10 0 ‐51 6 5 ‐20 ‐01 D e n t a l In s u r a n c e 10 , 1 8 1 . 0 0 10 , 1 8 1 . 0 0 1, 8 4 8 . 1 8 61 6 . 0 6 18.15 8,332.82 10 0 ‐51 7 0 ‐20 ‐01 L i f e In s u r a n c e 7, 1 1 4 . 0 0 7, 1 1 4 . 0 0 1, 5 3 6 . 2 2 50 3 . 3 2 21.59 5,577.78 10 0 ‐51 7 5 ‐20 ‐01 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 30 , 3 3 0 . 0 0 30 , 3 3 0 . 0 0 11 , 6 1 0 . 4 8 3, 61 0 . 10 38.28 18,719.52 10 0 ‐51 8 0 ‐20 ‐01 T M R S Ex p e n s e 23 1 , 4 5 0 . 0 0 23 1 , 4 5 0 . 0 0 41 , 7 2 9 . 6 4 12 , 9 3 6 . 9 6 18.03 189,720.36 10 0 ‐51 8 5 ‐20 ‐01 L o n g Te r m / S h o r t Te r m Di s a b i l i t 3, 0 0 9 . 0 0 3, 0 0 9 . 0 0 54 2 . 4 1 17 6 . 8 1 18.03 2,466.59 10 0 ‐51 8 6 ‐20 ‐01 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 5 , 5 5 0 . 0 0 5, 5 5 0 . 0 0 26 7 . 4 8 89 . 1 6 4.82 5,282.52 10 0 ‐51 9 1 ‐20 ‐01 H i r i n g Co s t 1, 1 0 0 . 0 0 1, 1 0 0 . 0 0 1, 2 9 5 . 9 0 1, 1 9 4 . 0 0 117.81 (195.90) 10 0 ‐51 9 2 ‐20 ‐01 Ph y s i c a l & Ps y c h o l o g i c a l 30 0 . 0 0 30 0 . 0 0 300.00 10 0 ‐52 1 0 ‐20 ‐01 S u p p l i e s 12 , 3 1 3 . 0 0 12 , 3 1 3 . 0 0 8, 5 5 1 . 0 0 8, 1 7 8 . 5 5 69.45 3,762.00 10 0 ‐52 1 2 ‐20 ‐01 B u i l d i n g Su p p l i e s 90 0 . 0 0 90 0 . 0 0 29 5 . 0 0 21 9 . 2 9 32.78 605.00 10 0 ‐52 1 4 ‐20 ‐01 T a c t i c a l Su p p l i e s 31 , 0 0 9 . 0 0 31 , 0 0 9 . 0 0 27 , 6 8 9 . 0 8 24 , 6 2 9 . 8 4 89.29 3,319.92 10 0 ‐52 1 5 ‐20 ‐01 A m m u n i t i o n 24 , 2 0 4 . 0 0 24 , 2 0 4 . 0 0 24,204.00 10 0 ‐52 2 0 ‐20 ‐01 O f f i c e Eq u i p m e n t 4, 0 6 0 . 0 0 4, 0 6 0 . 0 0 2, 1 9 3 . 4 2 2, 1 9 3 . 4 2 54.03 1,866.58 10 0 ‐52 3 0 ‐20 ‐01 D ue s , F e e s , & Su b s c r i p t i o n s 9, 7 0 0 . 0 0 9, 7 0 0 . 0 0 3, 0 6 9 . 8 9 36 2 . 4 9 31.65 6,630.11 24 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐52 4 0 ‐20 ‐01 P o s t a g e an d De l i v e r y 75 0 . 0 0 75 0 . 0 0 21 6 . 0 1 95 . 0 6 28.80 533.99 10 0 ‐52 5 0 ‐20 ‐01 P u b l i c a t i o n s 40 0 . 0 0 40 0 . 0 0 400.00 10 0 ‐52 6 5 ‐20 ‐01 P r o m o t i o n a l Ex p e n s e 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐52 8 0 ‐20 ‐01 P r i n t i n g an d Re p r o d u c t i o n 50 0 . 0 0 50 0 . 0 0 29 2 . 7 1 14 6 . 2 6 58.54 207.29 10 0 ‐53 1 0 ‐20 ‐01 R e n t a l Ex p e n s e 4, 2 0 0 . 0 0 4, 2 0 0 . 0 0 1, 6 8 9 . 4 0 64 9 . 8 0 40.22 2,510.60 10 0 ‐53 3 0 ‐20 ‐01 C op i e r Ex p e n s e 2, 0 6 0 . 0 0 2, 0 6 0 . 0 0 42 8 . 3 1 14 2 . 3 0 20.79 1,631.69 10 0 ‐53 3 5 ‐20 ‐01 R a d i o / V i d e o Re p a i r s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐53 4 0 ‐20 ‐01 B u i l d i n g Re p a i r s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 2,000.00 10 0 ‐53 5 0 ‐20 ‐01 V e h i c l e Ex p e n s e 92 , 0 0 0 . 0 0 92 , 0 0 0 . 0 0 9, 6 2 6 . 5 6 4, 7 1 7 . 9 9 10.46 82,373.44 10 0 ‐53 5 2 ‐20 ‐01 F u e l 54 , 0 0 0 . 0 0 54 , 0 0 0 . 0 0 6, 2 1 2 . 7 1 4, 5 4 1 . 9 0 11.51 47,787.29 10 0 ‐53 5 3 ‐20 ‐01 O i l / G r e a s e / I n s p e c t i o n s 3, 5 0 0 . 0 0 3, 5 0 0 . 0 0 34 . 5 0 34 . 5 0 0.99 3,465.50 10 0 ‐54 0 0 ‐20 ‐01 U ni f o r m Ex p e n s e 20 , 3 0 0 . 0 0 20 , 3 0 0 . 0 0 8, 2 8 0 . 4 0 3, 8 0 1 . 4 9 7, 4 7 2 . 9 0 40.79 4,546.70 10 0 ‐54 1 0 ‐20 ‐01 P r o f e s s i o n a l Se r v i c e s 91 , 6 0 0 . 0 0 91 , 6 0 0 . 0 0 (6 6 1 . 0 0 ) (6 6 1 . 0 0 ) ‐ 0.72 92,261.00 10 0 ‐54 1 5 ‐20 ‐01 T u t i o n Re i m b u r s e m e n t 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 5,000.00 10 0 ‐54 1 8 ‐20 ‐01 I T Fe e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 100.00 10 0 ‐54 1 9 ‐20 ‐01 I T Li c e n s e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 10 0 ‐54 3 0 ‐20 ‐01 L e g a l Fe e s 7, 5 5 0 . 0 0 7, 5 5 0 . 0 0 2, 23 4 . 00 64 6 . 0 0 29.59 5,316.00 10 0 ‐54 3 5 ‐20 ‐01 L e g a l No t i c e s / F i l i n g s 34 . 6 0 34 . 6 0 (34.60) 10 0 ‐54 8 0 ‐20 ‐01 C o n t r a c t e d Se r v i c e s 27 , 8 2 4 . 0 0 27 , 8 2 4 . 0 0 9, 5 6 8 . 7 9 1, 0 3 6 . 0 5 34.39 18,255.21 10 0 ‐55 2 0 ‐20 ‐01 T e l e p h o n e s 8, 3 1 0 . 0 0 8, 3 1 0 . 0 0 75 3 . 6 3 52 9 . 2 7 9.07 7,556.37 10 0 ‐55 2 1 ‐20 ‐01 C e l l Ph o n e Ex p e n s e 60 0 . 0 0 60 0 . 0 0 600.00 10 0 ‐55 2 4 ‐20 ‐01 G a s 40 0 . 0 0 40 0 . 0 0 400.00 10 0 ‐55 2 5 ‐20 ‐01 E l e c t r i c i t y 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 1, 9 4 5 . 7 0 1, 94 5 . 70 19.46 8,054.30 10 0 ‐55 2 6 ‐20 ‐01 D a t a Ne t w o r k 13 , 7 6 0 . 0 0 13 , 7 6 0 . 0 0 1, 6 3 8 . 3 9 55 1 . 8 5 11.91 12,121.61 10 0 ‐55 3 0 ‐20 ‐01 T r a v e l 6, 4 5 0 . 0 0 6, 4 5 0 . 0 0 83 7 . 6 7 63 2 . 6 7 12.99 5,612.33 10 0 ‐55 3 3 ‐20 ‐01 M i l e a g e Ex p e n s e 50 0 . 0 0 50 0 . 0 0 62 . 1 0 12.42 437.90 10 0 ‐55 3 6 ‐20 ‐01 T r a i n i n g / S e m i n a r s 16 , 0 0 0 . 0 0 16 , 0 0 0 . 0 0 5, 2 5 9 . 6 0 5, 1 7 4 . 6 0 32.87 10,740.40 10 0 ‐56 0 0 ‐20 ‐01 S p e c i a l Ev e n t s 4, 0 0 0 . 0 0 4, 0 0 0 . 0 0 4,000.00 10 0 ‐56 3 0 ‐20 ‐01 S a f e t y E qu i p m e n t 23 , 10 0 . 0 0 23 , 1 0 0 . 0 0 4, 9 9 4 . 8 0 2, 9 7 9 . 4 0 21.62 18,105.20 10 0 ‐56 4 0 ‐20 ‐01 S i g n s & Ha r d w a r e 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐61 4 0 ‐20 ‐01 C a p i t a l Ex p e n d i t u r e ‐ Eq u i p m e n 81 , 2 0 0 . 0 0 81 , 2 0 0 . 0 0 70 , 5 6 5 . 2 4 6. 3 9 8, 1 4 0 . 0 0 86.90 2,494.76 10 0 ‐61 6 0 ‐20 ‐01 C a p i t a l Ex p e n d i t u r e ‐ Ve h i c l e s 18 0 , 0 0 0 . 0 0 18 0 , 0 0 0 . 0 0 180,000.00 10 0 ‐51 1 0 ‐20 ‐05 S a l a r i e s & Wa g e s 40 9 , 9 9 2 . 0 0 5, 3 2 7 . 0 0 41 5 , 3 1 9 . 0 0 83 , 5 6 9 . 7 0 27 , 9 9 0 . 5 0 20.12 331,749.30 10 0 ‐51 1 5 ‐20 ‐05 S a l a r i e s ‐ Ov e r ti m e 10 , 54 5 . 0 0 10 , 5 4 5 . 0 0 1, 7 0 1 . 6 3 67 1 . 6 8 16.14 8,843.37 10 0 ‐51 2 7 ‐20 ‐05 S a l a r i e s ‐Ce r t i f i c a t i o n Pa y 11 , 2 8 0 . 0 0 11 , 2 8 0 . 0 0 2, 5 0 6 . 0 4 86 3 . 0 4 22.22 8,773.96 10 0 ‐51 4 0 ‐20 ‐05 S a l a r i e s ‐ Lo n g e v i t y Pa y 1, 8 7 5 . 0 0 1, 8 7 5 . 0 0 1, 7 2 5 . 0 0 92.00 150.00 10 0 ‐51 4 5 ‐20 ‐05 S o c i a l Se c u r i t y Ex p e n s e 26 , 8 4 0 . 0 0 26 , 8 4 0 . 0 0 5, 3 0 9 . 9 4 1, 7 5 0 . 8 3 19.78 21,530.06 10 0 ‐51 5 0 ‐20 ‐05 M e d i c a r e Ex p e n s e 6, 2 7 7 . 0 0 6, 2 7 7 . 0 0 1, 2 4 1 . 8 3 40 9 . 4 5 19.78 5,035.17 10 0 ‐51 5 5 ‐20 ‐0 5 S U T A E xp e n s e 1, 5 3 9 . 0 0 1, 5 3 9 . 0 0 1,539.00 10 0 ‐51 6 0 ‐20 ‐05 H e a l t h / D e n t a l In s u r a n c e 40 , 1 6 4 . 0 0 40 , 1 6 4 . 0 0 9, 7 7 1 . 7 2 3, 2 5 7 . 2 4 24.33 30,392.28 10 0 ‐51 6 5 ‐20 ‐05 D e n t a l In s u r a n c e 3, 1 9 2 . 0 0 3, 1 9 2 . 0 0 82 0 . 5 0 27 3 . 5 0 25.71 2,371.50 25 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 7 0 ‐20 ‐05 L i f e In s u r a n c e 82 7 . 0 0 82 7 . 0 0 18 9 . 1 2 63 . 0 4 22.87 637.88 10 0 ‐51 7 5 ‐20 ‐05 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 86 0 . 0 0 86 0 . 0 0 89 . 8 2 29 . 5 8 10.44 770.18 10 0 ‐51 8 0 ‐20 ‐05 T M R S Ex p e n s e 58 , 1 2 6 . 0 0 58 , 1 2 6 . 0 0 11 , 1 7 4 . 7 3 3, 6 8 6 . 7 1 19.23 46,951.27 10 0 ‐51 8 5 ‐20 ‐05 L o n g Te r m / S h o r t Te r m Di s a b i l i t 75 4 . 0 0 75 4 . 0 0 15 7 . 6 7 52 . 5 0 20.91 596.33 10 0 ‐51 8 6 ‐20 ‐0 5 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 3 , 0 0 0 . 0 0 3, 0 0 0 . 0 0 83 4 . 9 6 27 8 . 3 2 27.83 2,165.04 10 0 ‐51 9 1 ‐20 ‐05 H i r i n g Co s t 1 0 0 . 0 0 10 0 . 0 0 100.00 10 0 ‐51 9 2 ‐20 ‐05 P h y s i c a l & Ps y c h o l o g i c a l 1 , 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐52 1 0 ‐20 ‐05 S u p p l i e s 5, 4 6 3 . 0 0 5, 4 6 3 . 0 0 1, 5 4 6 . 9 1 1, 1 8 2 . 8 8 28.32 3,916.09 10 0 ‐52 1 2 ‐20 ‐05 B u i l d i n g Su p p l i e s 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 1,500.00 10 0 ‐52 2 0 ‐20 ‐05 O f f i c e Eq u i p m e n t 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 1,500.00 10 0 ‐52 3 0 ‐20 ‐05 Du e s , F e e s , & S ub s c r i p t i o n s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 46 0 . 0 6 46 0 . 0 6 46.01 539.94 10 0 ‐52 4 0 ‐20 ‐05 P o s t a g e an d De l i v e r y 10 0 . 0 0 10 0 . 0 0 16 . 4 0 16 . 4 0 16.40 83.60 10 0 ‐52 5 0 ‐20 ‐05 P u b l i c a t i o n s 10 0 . 0 0 10 0 . 0 0 100.00 10 0 ‐52 8 0 ‐20 ‐05 P r i n t i n g an d Re p r o d u c t i o n 10 0 . 0 0 10 0 . 0 0 100.00 10 0 ‐53 2 0 ‐20 ‐05 R e p a i r s & Ma i n t e n a n c e 35 . 9 4 35 . 9 4 (35.94) 10 0 ‐53 3 0 ‐20 ‐05 C o p i e r Ex p e n s e 50 0 . 0 0 50 0 . 0 0 88 . 8 8 36 . 9 1 17.78 411.12 10 0 ‐53 4 0 ‐20 ‐05 B ui l d i n g Re p a i r s 3, 0 0 0 . 0 0 3, 0 0 0 . 0 0 46 0 . 5 0 60 . 0 0 15.35 2,539.50 10 0 ‐54 0 0 ‐20 ‐05 U n i f o r m Ex p e n s e 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 1,500.00 10 0 ‐54 3 0 ‐20 ‐05 L e g a l Fe e s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐54 8 0 ‐20 ‐05 C o n t r a c t e d Se r v i c e s 17 6 , 8 4 9 . 0 0 17 6 , 8 4 9 . 0 0 55 , 5 5 9 . 9 5 2, 6 7 8 . 5 6 10 , 7 1 4 . 2 4 31.42 110,574.81 10 0 ‐55 2 0 ‐20 ‐05 T e l e p h o n e s 2, 4 9 9 . 0 0 2, 4 9 9 . 0 0 15 2 . 2 2 10 1 . 3 5 6.09 2,346.78 10 0 ‐55 2 4 ‐20 ‐05 G a s 30 0 . 0 0 30 0 . 0 0 27 6 . 3 1 12 7 . 36 92.10 23.69 10 0 ‐55 3 0 ‐20 ‐05 T r a v e l 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐55 3 3 ‐20 ‐05 M i l e a g e Ex p e n s e 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐55 3 6 ‐20 ‐05 T r a i n i n g / S e m i n a r s 35 0 . 0 0 25 0 . 0 0 (350.00) 10 0 ‐56 0 0 ‐20 ‐05 S p e c i a l Ev e n t s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐56 2 0 ‐20 ‐05 T o o l s & Eq u i p m e n t 22 2 . 9 7 22 2 . 9 7 (222.97) 10 0 ‐51 1 0 ‐30 ‐01 S a l a r i e s & Wa g e s 2, 5 4 9 , 5 1 5 . 0 0 39 , 3 5 8 . 0 0 2, 5 8 8 , 8 7 3 . 0 0 50 0 , 8 5 3 . 3 3 16 8 , 6 5 9 . 3 3 19.35 2,088,019.67 10 0 ‐51 1 5 ‐30 ‐01 S al a r i e s ‐ Ov e r t i m e 31 9 , 9 7 2 . 0 0 31 9 , 9 7 2 . 0 0 10 2 , 5 0 1 . 6 5 35 , 8 1 5 . 6 7 32.04 217,470.35 10 0 ‐51 2 6 ‐30 ‐01 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 6, 5 7 4 . 0 0 6, 5 7 4 . 0 0 4, 6 5 8 . 0 0 70.86 1,916.00 10 0 ‐51 2 7 ‐30 ‐01 S a l a r i e s ‐Ce r t i f i c a t i o n Pa y 32 , 2 8 0 . 0 0 32 , 2 8 0 . 0 0 5, 2 1 1 . 0 2 1, 7 2 1 . 6 2 16.14 27,068.98 10 0 ‐51 4 0 ‐30 ‐01 S a l a r i e s ‐ Lo n g e v i t y Pa y 12 , 1 0 5 . 0 0 12 , 1 0 5 . 0 0 10 , 0 7 0 . 0 0 83.19 2,035.00 10 0 ‐51 4 3 ‐30 ‐01 C e l l Ph o n e Al l o w a n c e 5, 8 2 0 . 0 0 5, 8 2 0 . 0 0 1, 2 0 0 . 0 0 40 0 . 0 0 20.62 4,620.00 10 0 ‐51 4 5 ‐30 ‐01 S o c i a l Se c u r i t y Ex p e n s e 17 9 , 4 5 4 . 0 0 17 9 , 4 5 4 . 0 0 36 , 3 9 4 . 8 0 11 , 8 1 4 . 8 6 20.28 143,059.20 10 0 ‐51 5 0 ‐30 ‐01 M e d i c a r e Ex p e n s e 42 , 3 6 5 . 0 0 42 , 3 6 5 . 0 0 8, 5 9 1 . 8 7 2, 8 4 3 . 2 9 20.28 33,773.13 10 0 ‐51 5 5 ‐30 ‐01 S U T A Ex p e n s e 7, 5 2 4 . 0 0 7, 5 2 4 . 0 0 96 4 . 6 5 19 2 . 5 2 12.82 6,559.35 10 0 ‐51 6 0 ‐30 ‐01 H e a l t h / D e n t a l In s u r a n c e 24 4 , 0 3 3 . 0 0 24 4 , 0 3 3 . 0 0 48 , 1 3 8 . 2 0 16 , 1 6 9 . 6 6 19.73 195,894.80 10 0 ‐51 6 5 ‐30 ‐01 D e n t a l In s u r a n c e 14 , 4 9 0 . 0 0 14 , 4 9 0 . 0 0 2, 7 7 2 . 2 0 93 5 . 8 0 19.13 11,717.80 10 0 ‐51 7 0 ‐30 ‐01 L i f e In s u r a n c e 9, 7 3 3 . 0 0 9, 7 3 3 . 0 0 2, 4 0 1 . 5 7 81 8 . 4 4 24.68 7,331.43 10 0 ‐51 7 1 ‐30 ‐01 L i f e In s u r a n c e ‐Su p p l e m e n t a l 8, 0 0 0 . 0 0 8, 0 0 0 . 0 0 7, 4 7 1 . 0 0 93.39 529.00 10 0 ‐51 7 5 ‐30 ‐01 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 38 , 2 2 2 . 0 0 38 , 2 2 2 . 0 0 18 , 6 5 2 . 4 0 6, 1 4 9 . 4 1 48.80 19,569.60 26 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 8 0 ‐30 ‐01 T M R S Ex p e n s e 37 1 , 2 9 2 . 0 0 37 1 , 2 9 2 . 0 0 74 , 0 6 5 . 3 3 24 , 6 0 6 . 7 5 19.95 297,226.67 10 0 ‐51 8 5 ‐30 ‐01 L o n g Te r m / S h o r t Te r m Di s a b i l i t 4, 4 1 0 . 0 0 4, 4 1 0 . 0 0 85 0 . 9 5 28 4 . 5 0 19.30 3,559.05 10 0 ‐51 8 6 ‐30 ‐01 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 7 , 0 5 0 . 0 0 7, 0 5 0 . 0 0 1, 2 8 7 . 4 0 44 5 . 8 0 18.26 5,762.60 10 0 ‐51 9 0 ‐30 ‐01 C o n t r a c t La b o r 1, 4 4 0 . 0 0 1, 4 4 0 . 0 0 1,440.00 10 0 ‐51 9 1 ‐30 ‐01 H i r i n g C os t 1, 00 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐51 9 4 ‐30 ‐01 F D An n u a l Ph y & Sc r e e n i n g 32 , 9 0 0 . 0 0 32 , 9 0 0 . 0 0 68 4 . 5 0 68 4 . 5 0 2.08 32,215.50 10 0 ‐52 1 0 ‐30 ‐01 S u p p l i e s 10 , 3 2 1 . 0 0 10 , 3 2 1 . 0 0 2, 2 5 9 . 7 9 1, 2 9 6 . 1 2 21.90 8,061.21 10 0 ‐52 1 2 ‐30 ‐01 B u i l d i n g Su p p l i e s 12 , 0 0 0 . 0 0 12 , 0 0 0 . 0 0 1, 6 8 3 . 3 4 1, 5 7 4 . 1 8 14.03 10,316.66 10 0 ‐52 2 0 ‐30 ‐01 O f f i c e Eq u i p m e n t 1, 3 5 0 . 0 0 1, 3 5 0 . 0 0 74 . 1 8 74 . 1 8 5.50 1,275.82 10 0 ‐52 3 0 ‐30 ‐01 D u e s , F e e s , & Su b s c r i p t i o n s 6, 2 5 0 . 0 0 6, 2 5 0 . 0 0 3, 60 8 . 65 56 8 . 6 5 57.74 2,641.35 10 0 ‐52 4 0 ‐30 ‐01 P o s t a g e an d De l i v e r y 25 0 . 0 0 25 0 . 0 0 34 . 2 7 34 . 2 7 13.71 215.73 10 0 ‐52 5 0 ‐30 ‐01 P u b l i c a t i o n s 70 0 . 0 0 70 0 . 0 0 700.00 10 0 ‐52 8 0 ‐30 ‐01 P r i n t i n g an d Re p r o d u c t i o n 1, 9 0 0 . 0 0 1, 9 0 0 . 0 0 1,900.00 10 0 ‐53 2 0 ‐30 ‐01 R e p a i r s & Ma i n t e n a n c e 18 , 0 0 0 . 0 0 18 , 0 0 0 . 0 0 3, 7 6 0 . 6 5 1, 5 6 1 . 6 1 20.89 14,239.35 10 0 ‐53 3 0 ‐30 ‐01 C o p i e r Ex p e n s e 3, 6 1 3 . 0 0 3, 6 1 3 . 0 0 28 9 . 8 1 13 7 . 8 2 8.02 3,323.19 10 0 ‐53 3 5 ‐30 ‐01 Ra di o / V i d e o Eq u i p . an d Re p a i r s 6, 0 0 0 . 0 0 6, 0 0 0 . 0 0 32 0 . 0 0 5.33 5,680.00 10 0 ‐53 4 0 ‐30 ‐01 B u i l d i n g Re p a i r s 26 , 5 1 7 . 0 0 26 , 5 1 7 . 0 0 1, 0 0 8 . 9 8 1, 0 0 8 . 9 8 3.81 25,508.02 10 0 ‐53 5 0 ‐30 ‐01 V e h i c l e Ex p e n s e 45 , 0 0 0 . 0 0 45 , 0 0 0 . 0 0 1, 1 5 7 . 5 9 73 8 . 7 7 2.57 43,842.41 10 0 ‐53 5 2 ‐30 ‐01 F u e l 20 , 0 0 0 . 0 0 20 , 0 0 0 . 0 0 2, 5 0 5 . 8 9 2, 0 5 2 . 9 5 12.53 17,494.11 10 0 ‐53 5 3 ‐30 ‐01 O i l / G r e a s e / I n s p e c t i o n s 51 . 5 0 51 . 5 0 (51.50) 10 0 ‐54 0 0 ‐30 ‐01 U n i f o r m E xp e n s e 33 , 5 0 0 . 00 33 , 5 0 0 . 0 0 13 , 5 0 0 . 0 0 20,000.00 10 0 ‐54 1 0 ‐30 ‐01 P r o f e s s i o n a l Se r v i c e s 7, 5 0 0 . 0 0 7, 5 0 0 . 0 0 1, 9 3 6 . 8 9 54 4 . 2 2 25.83 5,563.11 10 0 ‐54 3 0 ‐30 ‐01 L e g a l Fe e s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 57 . 0 0 38 . 0 0 2.85 1,943.00 10 0 ‐54 4 0 ‐30 ‐01 E M S 96 , 4 0 7 . 0 0 96 , 4 0 7 . 0 0 17 , 5 4 3 . 3 6 7, 7 7 2 . 8 5 7, 9 4 9 . 6 9 18.20 70,913.95 10 0 ‐54 4 5 ‐30 ‐01 E m e r g e n c y Ma n a g e m e n t 20 , 0 0 0 . 0 0 20 , 0 0 0 . 0 0 13 9 . 6 4 13 9 . 6 4 0.70 19,860.36 10 0 ‐54 8 0 ‐30 ‐01 C o n t r a c t e d Se r v i c e s 12 , 7 3 0 . 0 0 12 , 7 3 0 . 0 0 3, 6 3 1 . 3 6 16 0 . 95 28.53 9,098.64 10 0 ‐55 2 0 ‐30 ‐01 T e l e p h o n e s 1, 5 2 5 . 0 0 1, 5 2 5 . 0 0 37 3 . 8 6 24 8 . 9 6 24.52 1,151.14 10 0 ‐55 2 1 ‐30 ‐01 C e l l Ph o n e Ex p e n s e 1, 6 2 0 . 0 0 1, 6 2 0 . 0 0 1,620.00 10 0 ‐55 2 4 ‐30 ‐01 G a s 13 , 0 0 0 . 0 0 13 , 0 0 0 . 0 0 82 7 . 7 9 68 6 . 2 8 6.37 12,172.21 10 0 ‐55 2 5 ‐30 ‐01 E l e c t r i c i t y 50 , 0 0 0 . 0 0 50 , 0 0 0 . 0 0 5, 6 2 4 . 9 0 3, 2 3 1 . 5 4 11.25 44,375.10 10 0 ‐55 2 6 ‐30 ‐01 D a t a Ne t w o r k 9, 2 8 2 . 0 0 9, 2 8 2 . 0 0 1, 5 0 2 . 3 2 50 0 . 7 6 16.19 7,779.68 10 0 ‐55 3 0 ‐30 ‐01 Tr a v e l 3, 00 0 . 0 0 3, 0 0 0 . 0 0 20 1 . 1 4 20 1 . 1 4 6.71 2,798.86 10 0 ‐55 3 3 ‐30 ‐01 M i l e a g e Ex p e n s e 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 25 4 . 6 6 25 4 . 6 6 16.98 1,245.34 10 0 ‐55 3 6 ‐30 ‐01 T r a i n i n g / S e m i n a r s 20 , 1 7 5 . 0 0 20 , 1 7 5 . 0 0 5, 9 1 4 . 0 5 5, 7 8 4 . 0 5 29.31 14,260.95 10 0 ‐56 1 0 ‐30 ‐01 F i r e Fi g h t i n g Eq u i p m e n t 20 , 0 0 0 . 0 0 20 , 0 0 0 . 0 0 20,000.00 10 0 ‐56 3 0 ‐30 ‐01 S a f e t y Eq u i p m e n t 31 , 0 0 0 . 0 0 31 , 0 0 0 . 0 0 31,000.00 10 0 ‐61 4 0 ‐30 ‐01 C a p i t a l Ex p e n d i t u r e ‐ Eq u i p m e n 8, 8 0 0 . 0 0 8, 8 0 0 . 0 0 8,800.00 10 0 ‐61 6 0 ‐30 ‐01 C ap i t a l Ex p e n d i t u r e ‐ Ve h i c l e s 49 , 6 2 6 . 0 0 49 , 6 2 6 . 0 0 48 , 3 1 5 . 9 7 1,310.03 10 0 ‐51 1 0 ‐30 ‐05 S a l a r i e s & Wa g e s 14 1 , 8 6 5 . 0 0 2, 2 1 2 . 0 0 14 4 , 0 7 7 . 0 0 30 , 9 1 2 . 9 9 11 , 8 4 6 . 4 0 21.46 113,164.01 10 0 ‐51 1 5 ‐30 ‐05 S a l a r i e s ‐ Ov e r t i m e 22 , 9 0 4 . 0 0 22 , 9 0 4 . 0 0 1, 9 2 8 . 8 4 32 2 . 8 3 8.42 20,975.16 10 0 ‐51 2 6 ‐30 ‐05 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 1, 7 7 2 . 0 0 1, 7 7 2 . 0 0 1,772.00 27 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 4 0 ‐30 ‐05 S a l a r i e s ‐ Lo n g e v i t y Pa y 75 5 . 0 0 75 5 . 0 0 75 0 . 0 0 99.34 5.00 10 0 ‐51 4 3 ‐30 ‐05 C e l l Ph o n e Al l o w a n c e 1, 7 4 0 . 0 0 1, 7 4 0 . 0 0 37 5 . 0 0 15 0 . 0 0 21.55 1,365.00 10 0 ‐51 4 5 ‐30 ‐05 S o c i a l Se c u r i t y Ex p e n s e 10 , 5 2 2 . 0 0 10 , 5 2 2 . 0 0 1, 9 1 3 . 3 8 69 8 . 7 8 18.19 8,608.62 10 0 ‐51 5 0 ‐30 ‐05 M e d i c a r e Ex p e n s e 2, 4 6 1 . 0 0 2, 4 6 1 . 0 0 44 7 . 4 7 16 3 . 4 2 18.18 2,013.53 10 0 ‐51 5 5 ‐30 ‐05 S U T A E xp e n s e 34 2 . 00 34 2 . 0 0 17 1 . 0 0 78 . 5 7 50.00 171.00 10 0 ‐51 6 0 ‐30 ‐05 H e a l t h / D e n t a l In s u r a n c e 15 , 5 1 4 . 0 0 15 , 5 1 4 . 0 0 3, 1 8 4 . 7 0 1, 2 0 3 . 7 4 20.53 12,329.30 10 0 ‐51 6 5 ‐30 ‐05 D e n t a l In s u r a n c e 92 5 . 0 0 92 5 . 0 0 18 4 . 8 0 72 . 5 4 19.98 740.20 10 0 ‐51 7 0 ‐30 ‐05 L i f e In s u r a n c e 46 4 . 0 0 46 4 . 0 0 13 2 . 5 3 52 . 5 2 28.56 331.47 10 0 ‐51 7 5 ‐30 ‐05 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 2, 1 3 8 . 0 0 2, 1 3 8 . 0 0 76 6 . 5 5 24 0 . 4 7 35.85 1,371.45 10 0 ‐51 8 0 ‐30 ‐05 T M R S E xp e n s e 22 , 79 7 . 0 0 22 , 7 9 7 . 0 0 4, 2 2 0 . 2 5 1, 5 3 0 . 0 8 18.51 18,576.75 10 0 ‐51 8 5 ‐30 ‐05 L o n g Te r m / S h o r t Te r m Di s a b i l i t 30 1 . 0 0 30 1 . 0 0 58 . 6 4 22 . 5 2 19.48 242.36 10 0 ‐51 8 6 ‐30 ‐05 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 1 , 2 0 0 . 0 0 1, 2 0 0 . 0 0 15 0 . 0 0 50 . 0 0 12.50 1,050.00 10 0 ‐51 9 1 ‐30 ‐05 H i r i n g Co s t 10 0 . 0 0 10 0 . 0 0 100.00 10 0 ‐51 9 3 ‐30 ‐05 R e c o r d s Re t e n t i o n 25 0 . 0 0 25 0 . 0 0 250.00 10 0 ‐51 9 4 ‐30 ‐05 F D An n u a l Ph y & Sc r e e n i n g 1, 6 1 4 . 0 0 1, 6 1 4 . 0 0 1,614.00 10 0 ‐52 1 0 ‐30 ‐05 S u p p l i e s 25 0 . 0 0 25 0 . 0 0 19 . 7 3 11 . 3 9 7.89 230.27 10 0 ‐52 1 5 ‐30 ‐05 A m m u n i t i o n 1, 2 5 0 . 0 0 1, 2 5 0 . 0 0 1,250.00 10 0 ‐52 2 0 ‐30 ‐05 O f f i c e Eq u i p m e n t 4, 3 5 5 . 0 0 4, 3 5 5 . 0 0 81 3 . 8 7 30 . 9 8 18.69 3,541.13 10 0 ‐52 3 0 ‐30 ‐05 D u e s , F e e s , & Su b s c r i p t i o n s 35 0 . 0 0 35 0 . 0 0 350.00 10 0 ‐52 4 0 ‐30 ‐05 P o s t a g e an d De l i v e r y 60 . 0 0 60 . 0 0 60.00 10 0 ‐52 5 0 ‐30 ‐05 P u b l i c a t i o n s 1, 3 0 0 . 0 0 1, 3 0 0 . 0 0 1,300.00 10 0 ‐52 6 0 ‐30 ‐05 Ad v e r ti s i n g 3, 0 0 0 . 0 0 3, 0 0 0 . 0 0 3,000.00 10 0 ‐52 8 0 ‐30 ‐05 P r i n t i n g an d Re p r o d u c t i o n 50 0 . 0 0 50 0 . 0 0 81 . 0 1 16.20 418.99 10 0 ‐53 3 5 ‐30 ‐05 R a d i o / V i d e o Eq u i p . an d Re p a i r s 4, 5 0 0 . 0 0 4, 5 0 0 . 0 0 4, 6 8 0 . 0 0 4, 6 8 0 . 0 0 104.00 (180.00) 10 0 ‐53 5 0 ‐30 ‐05 V e h i c l e Ex p e n s e 80 0 . 0 0 80 0 . 0 0 800.00 10 0 ‐53 5 2 ‐30 ‐05 F u e l 4, 0 0 0 . 0 0 4, 0 0 0 . 0 0 95 . 6 0 63 . 9 9 2.39 3,904.40 10 0 ‐53 5 3 ‐30 ‐05 O i l / G r e a s e / I n s p e c t i o n s 75 0 . 0 0 75 0 . 0 0 750.00 10 0 ‐54 0 0 ‐30 ‐05 U ni f o r m Ex p e n s e 2, 6 9 0 . 0 0 2, 6 9 0 . 0 0 2,690.00 10 0 ‐54 1 8 ‐30 ‐05 I T Fe e s 36 0 . 0 0 36 0 . 0 0 360.00 10 0 ‐54 1 9 ‐30 ‐05 I T Li c e n s e s 15 0 . 0 0 15 0 . 0 0 150.00 10 0 ‐54 3 0 ‐30 ‐05 L e g a l Fe e s 2, 5 0 0 . 0 0 2, 5 0 0 . 0 0 2,500.00 10 0 ‐54 8 0 ‐30 ‐05 C o n t r a c t e d Se r v i c e s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 2,000.00 10 0 ‐55 2 0 ‐30 ‐05 T e l e p h o n e s 76 5 . 0 0 76 5 . 0 0 765.00 10 0 ‐55 2 1 ‐30 ‐05 C e l l Ph o n e Ex p e n s e 25 0 . 0 0 25 0 . 0 0 250.00 10 0 ‐55 2 6 ‐30 ‐05 D at a Ne t w o r k 1, 4 4 0 . 0 0 1, 4 4 0 . 0 0 29 4 . 3 7 11 0 . 9 7 20.44 1,145.63 10 0 ‐55 3 0 ‐30 ‐05 T r a v e l 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐55 3 3 ‐30 ‐05 M i l e a g e Ex p e n s e 75 0 . 0 0 75 0 . 0 0 23 0 . 0 4 23 0 . 0 4 30.67 519.96 10 0 ‐55 3 6 ‐30 ‐05 T r a i n i n g / S e m i n a r s 4, 7 0 0 . 0 0 4, 7 0 0 . 0 0 30 7 . 3 1 30 7 . 3 1 6.54 4,392.69 10 0 ‐56 2 0 ‐30 ‐05 T o o l s & Eq u i p m e n t 45 0 . 0 0 45 0 . 0 0 450.00 10 0 ‐56 3 0 ‐30 ‐05 S a f e t y Eq u i p m e n t 4, 1 0 0 . 0 0 4, 1 0 0 . 0 0 4,100.00 10 0 ‐56 4 0 ‐30 ‐05 Si g n s & Ha r d w a r e 1 , 2 5 0 . 0 0 1, 2 5 0 . 0 0 1,250.00 28 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐61 6 0 ‐30 ‐05 C a p i t a l Ex p e n d i t u r e ‐ Ve h i c l e s 41 , 0 0 0 . 0 0 41 , 0 0 0 . 0 0 39 , 0 9 8 . 2 7 1,901.73 10 0 ‐51 1 0 ‐40 ‐01 S a l a r i e s & Wa g e s 74 1 , 0 6 5 . 0 0 9, 3 2 4 . 0 0 75 0 , 3 8 9 . 0 0 17 0 , 7 7 7 . 5 1 59 , 1 0 9 . 5 8 22.76 579,611.49 10 0 ‐51 1 5 ‐40 ‐01 S a l a r i e s ‐ Ov e r t i m e 42 , 8 3 1 . 0 0 42 , 8 3 1 . 0 0 1, 7 7 2 . 6 0 50 6 . 4 0 4.14 41,058.40 10 0 ‐51 2 6 ‐40 ‐01 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 3, 6 4 0 . 0 0 3, 6 4 0 . 0 0 3,640.00 10 0 ‐51 4 0 ‐40 ‐01 S a l a r i e s ‐ Lo n g e v i t y Pa y 2, 1 8 0 . 0 0 2, 18 0 . 00 1, 9 6 0 . 0 0 89.91 220.00 10 0 ‐51 4 3 ‐40 ‐01 C e l l Ph o n e Al l o w a n c e 3, 1 2 0 . 0 0 3, 1 2 0 . 0 0 78 0 . 0 0 26 0 . 0 0 25.00 2,340.00 10 0 ‐51 4 5 ‐40 ‐01 S o c i a l Se c u r i t y Ex p e n s e 49 , 2 4 5 . 0 0 49 , 2 4 5 . 0 0 9, 9 6 4 . 4 7 3, 4 2 1 . 3 3 20.23 39,280.53 10 0 ‐51 5 0 ‐40 ‐01 M e d i c a r e Ex p e n s e 11 , 5 1 7 . 0 0 11 , 5 1 7 . 0 0 2, 3 3 0 . 4 2 80 0 . 1 5 20.24 9,186.58 10 0 ‐51 5 5 ‐40 ‐01 S U T A Ex p e n s e 2, 2 2 3 . 0 0 2, 2 2 3 . 0 0 88 . 0 1 3.96 2,134.99 10 0 ‐51 6 0 ‐40 ‐01 H e a l t h / D e n t a l In s u r a n c e 69 , 4 2 8 . 0 0 69 , 4 2 8 . 0 0 18 , 56 7 . 06 5, 7 8 6 . 1 0 26.74 50,860.94 10 0 ‐51 6 5 ‐40 ‐01 D e n t a l In s u r a n c e 4, 6 9 2 . 0 0 4, 6 9 2 . 0 0 1, 1 7 5 . 7 0 39 1 . 9 0 25.06 3,516.30 10 0 ‐51 7 0 ‐40 ‐01 L i f e In s u r a n c e 1, 1 9 5 . 0 0 1, 1 9 5 . 0 0 30 7 . 3 2 10 2 . 4 4 25.72 887.68 10 0 ‐51 7 5 ‐40 ‐01 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 3, 0 0 3 . 0 0 3, 0 0 3 . 0 0 39 . 2 8 13 . 1 9 1.31 2,963.72 10 0 ‐51 8 0 ‐40 ‐01 T M R S Ex p e n s e 10 6 , 6 3 8 . 0 0 10 6 , 6 3 8 . 0 0 21 , 6 8 3 . 3 8 7, 4 0 6 . 6 6 20.33 84,954.62 10 0 ‐51 8 5 ‐40 ‐01 L o n g Te r m / S h o r t Te r m D is a b i l i t 1, 36 7 . 0 0 1, 3 6 7 . 0 0 31 8 . 5 2 10 6 . 3 5 23.30 1,048.48 10 0 ‐52 1 0 ‐40 ‐01 S u p p l i e s 7, 8 0 0 . 0 0 7, 8 0 0 . 0 0 77 5 . 7 2 76 4 . 2 2 9.95 7,024.28 10 0 ‐52 1 2 ‐40 ‐01 B u i l d i n g Su p p l i e s 2, 2 0 0 . 0 0 2, 2 0 0 . 0 0 80 4 . 9 9 32 6 . 5 8 36.59 1,395.01 10 0 ‐52 2 0 ‐40 ‐01 O f f i c e Eq u i p m e n t 9, 1 0 0 . 0 0 9, 1 0 0 . 0 0 9,100.00 10 0 ‐52 3 0 ‐40 ‐01 D u e s , F e e s , & Su b s c r i p t i o n s 64 , 7 2 1 . 0 0 64 , 7 2 1 . 0 0 63 , 5 0 0 . 5 0 10 , 1 2 5 . 0 0 2, 0 0 0 . 0 0 98.11 (779.50) 10 0 ‐52 4 0 ‐40 ‐01 P o s t a g e an d De l i v e r y 50 . 0 0 50 . 0 0 8. 74 3. 25 17.48 41.26 10 0 ‐52 5 0 ‐40 ‐01 P u b l i c a t i o n s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 2,000.00 10 0 ‐52 8 0 ‐40 ‐01 P r i n t i n g an d Re p r o d u c t i o n 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐53 1 0 ‐40 ‐01 R e n t a l Ex p e n s e 3, 3 7 2 . 0 0 3, 3 7 2 . 0 0 1, 1 2 3 . 6 0 56 1 . 8 0 2, 2 4 7 . 2 0 33.32 1.20 10 0 ‐53 3 0 ‐40 ‐01 C o p i e r Ex p e n s e 3, 4 8 5 . 0 0 3, 4 8 5 . 0 0 46 1 . 9 9 13 4 . 1 4 13.26 3,023.01 10 0 ‐53 4 0 ‐40 ‐01 B u i l d i n g Re p a i r s 12 , 0 0 0 . 0 0 12 , 0 0 0 . 0 0 12 5 . 0 0 12 5 . 0 0 1.04 11,875.00 10 0 ‐53 5 0 ‐40 ‐01 Ve h i c le Ex p e n s e 3, 5 0 0 . 0 0 3, 5 0 0 . 0 0 28 . 4 1 0.81 3,471.59 10 0 ‐53 5 2 ‐40 ‐01 F u e l 9, 0 0 0 . 0 0 9, 0 0 0 . 0 0 76 4 . 2 1 46 1 . 9 3 8.49 8,235.79 10 0 ‐53 5 3 ‐40 ‐01 O i l / G r e a s e / I n s p e c t i o n s 93 8 . 0 0 93 8 . 0 0 47 . 8 9 24 . 6 5 5.11 890.11 10 0 ‐54 0 0 ‐40 ‐01 U n i f o r m Ex p e n s e 3, 2 5 0 . 0 0 3, 2 5 0 . 0 0 3,250.00 10 0 ‐54 1 0 ‐40 ‐01 P r o f e s s i o n a l Se r v i c e s 25 0 , 0 0 0 . 0 0 25 0 , 0 0 0 . 0 0 90 0 . 0 0 0.36 249,100.00 10 0 ‐54 1 8 ‐40 ‐01 I T Fe e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 10 0 ‐54 3 0 ‐40 ‐01 L eg a l Fe e s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐54 6 5 ‐40 ‐01 P u b l i c Re l a t i o n s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐54 7 5 ‐40 ‐01 C r e d i t Ca r d Fe e s 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 4, 5 6 8 . 3 0 1, 6 3 8 . 1 7 45.68 5,431.70 10 0 ‐54 8 0 ‐40 ‐01 C o n t r a c t e d Se r v i c e s 4, 4 0 0 . 0 0 4, 4 0 0 . 0 0 70 0 . 0 0 34 0 . 0 0 15.91 3,700.00 10 0 ‐55 2 0 ‐40 ‐01 T e l e p h o n e s 3, 1 0 0 . 0 0 3, 1 0 0 . 0 0 15 4 . 3 8 10 2 . 9 2 4.98 2,945.62 10 0 ‐55 2 5 ‐40 ‐01 E l e c t r i c i t y 9, 6 0 0 . 0 0 9, 6 0 0 . 0 0 16 9 . 8 3 16 9 . 8 3 1.77 9,430.17 10 0 ‐55 2 6 ‐40 ‐01 D a t a Ne t w o r k 3, 6 4 8 . 0 0 3, 6 4 8 . 0 0 91 1 . 7 6 30 3 . 9 2 24.99 2,736.24 10 0 ‐55 3 0 ‐40 ‐01 T r a v e l 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 37 . 6 6 37 . 6 6 0.75 4,962.34 10 0 ‐55 3 3 ‐40 ‐01 M i l e a g e Ex p e n s e 2, 4 0 0 . 0 0 2, 4 0 0 . 0 0 2,400.00 10 0 ‐55 3 6 ‐40 ‐01 T r a i n i n g / S e m i n a r s 12 , 8 6 0 . 0 0 12 , 8 6 0 . 0 0 38 4 . 6 8 38 4 . 6 8 2.99 12,475.32 29 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐56 2 0 ‐40 ‐01 T o o l s & Eq u i p m e n t 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 13 3 . 6 1 13 3 . 6 1 13.36 866.39 10 0 ‐56 3 0 ‐40 ‐01 S a f e t y Eq u i p m e n t 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 20 6 . 0 0 13.73 1,294.00 10 0 ‐56 4 0 ‐40 ‐01 S i g n s & Ha r d w a r e 4, 5 6 1 . 0 0 4, 5 6 1 . 0 0 2, 0 7 8 . 9 8 1, 7 6 4 . 1 8 45.58 2,482.02 10 0 ‐51 1 0 ‐40 ‐02 S a l a r i e s & Wa g e s 51 , 9 9 5 . 0 0 60 6 . 0 0 52 , 6 0 1 . 0 0 11 , 7 4 5 . 6 1 3, 9 2 1 . 6 0 22.33 40,855.39 10 0 ‐51 1 5 ‐40 ‐02 Sa l a r i e s ‐ Ov e r ti m e 82 8 . 0 0 82 8 . 0 0 828.00 10 0 ‐51 2 6 ‐40 ‐02 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 1, 9 4 2 . 0 0 1, 9 4 2 . 0 0 1,942.00 10 0 ‐51 4 0 ‐40 ‐02 S a l a r i e s ‐ Lo n g e v i t y Pa y 39 0 . 0 0 39 0 . 0 0 38 5 . 0 0 98.72 5.00 10 0 ‐51 4 5 ‐40 ‐02 S o c i a l Se c u r i t y Ex p e n s e 3, 4 2 1 . 0 0 3, 4 2 1 . 0 0 65 2 . 2 3 20 9 . 8 5 19.07 2,768.77 10 0 ‐51 5 0 ‐40 ‐02 M e d i c a r e Ex p e n s e 80 1 . 0 0 80 1 . 0 0 15 2 . 5 4 49 . 0 8 19.04 648.46 10 0 ‐51 5 5 ‐40 ‐02 S U T A Ex p e n s e 17 1 . 0 0 17 1 . 0 0 171.00 10 0 ‐51 6 0 ‐40 ‐0 2 He a l t h / D e n t a l In s u r a n c e 4, 9 4 4 . 0 0 4, 9 4 4 . 0 0 1, 9 9 9 . 5 0 66 6 . 5 0 40.44 2,944.50 10 0 ‐51 6 5 ‐40 ‐02 D e n t a l In s u r a n c e 43 3 . 0 0 43 3 . 0 0 10 3 . 3 2 34 . 4 4 23.86 329.68 10 0 ‐51 7 0 ‐40 ‐02 L i f e In s u r a n c e 92 . 0 0 92 . 0 0 23 . 6 4 7. 8 8 25.70 68.36 10 0 ‐51 7 5 ‐40 ‐02 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 24 8 . 0 0 24 8 . 0 0 248.00 10 0 ‐51 8 0 ‐40 ‐02 T M R S Ex p e n s e 7, 4 1 2 . 0 0 7, 4 1 2 . 0 0 1, 5 0 0 . 5 6 48 5 . 1 0 20.25 5,911.44 10 0 ‐51 8 5 ‐40 ‐02 Lo n g Te r m /S h o r t Te r m Di s a b i l i t 96 . 0 0 96 . 0 0 22 . 3 4 7. 4 6 23.27 73.66 10 0 ‐52 1 0 ‐40 ‐02 S u p p l i e s 50 0 . 0 0 50 0 . 0 0 47 . 0 0 47 . 0 0 9.40 453.00 10 0 ‐52 3 0 ‐40 ‐02 D u e s , F e e s , & Su b s c r i p t i o n s 37 0 . 0 0 37 0 . 0 0 370.00 10 0 ‐52 4 0 ‐40 ‐02 P o s t a g e an d De l i v e r y 37 5 . 0 0 37 5 . 0 0 54 . 3 4 21 . 7 4 14.49 320.66 10 0 ‐52 8 0 ‐40 ‐02 P r i n t i n g an d Re p r o d u c t i o n 70 0 . 0 0 70 0 . 0 0 700.00 10 0 ‐53 5 0 ‐40 ‐02 V e h i c l e Ex p e n s e 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 1,500.00 10 0 ‐53 5 2 ‐40 ‐02 F u e l 70 0 . 0 0 70 0 . 0 0 86 . 9 4 86 . 9 4 12.42 613.06 10 0 ‐53 5 3 ‐40 ‐02 O i l / G r e a s e / I n s p e c t i o n s 10 0 . 0 0 10 0 . 0 0 26 . 3 6 26 . 3 6 26.36 73.64 10 0 ‐54 0 0 ‐40 ‐02 U n i f o r m Ex p e n s e 20 0 . 0 0 20 0 . 0 0 200.00 10 0 ‐54 3 0 ‐40 ‐02 L e g a l Fe e s 50 0 . 0 0 50 0 . 0 0 28 6 . 0 0 19 0 . 0 0 57.20 214.00 10 0 ‐54 3 5 ‐40 ‐02 L e g a l No t i c e s / F i l i n g s 40 0 . 0 0 40 0 . 0 0 400.00 10 0 ‐54 8 0 ‐40 ‐02 C o n t r a c t e d Se r v i c e s 11 6 , 3 4 0 . 0 0 11 6 , 3 4 0 . 0 0 4, 9 8 5 . 0 0 62 5 . 00 37 , 57 0 . 0 0 4.29 73,785.00 10 0 ‐55 2 0 ‐40 ‐02 T e l e p h o n e s 25 5 . 0 0 25 5 . 0 0 45 . 8 6 30 . 2 5 17.98 209.14 10 0 ‐55 2 6 ‐40 ‐02 D a t a Ne t w o r k 45 6 . 0 0 45 6 . 0 0 11 3 . 9 7 37 . 9 9 24.99 342.03 10 0 ‐55 3 3 ‐40 ‐02 M i l e a g e Ex p e n s e 25 0 . 0 0 25 0 . 0 0 250.00 10 0 ‐55 3 6 ‐40 ‐02 T r a i n i n g / S e m i n a r s 39 0 . 0 0 39 0 . 0 0 63 . 2 9 18 . 2 9 16.23 326.71 10 0 ‐56 0 0 ‐40 ‐02 S p e c i a l Ev e n t s 25 0 . 0 0 25 0 . 0 0 22 7 . 1 4 22 7 . 1 4 90.86 22.86 10 0 ‐56 2 0 ‐40 ‐0 2 T o o l s & Eq u i p m e n t 2 0 0 . 0 0 20 0 . 0 0 200.00 10 0 ‐56 4 0 ‐40 ‐02 S i g n s & Ha r d w a r e 1, 6 0 0 . 0 0 1, 6 0 0 . 0 0 1, 0 8 4 . 6 2 1, 0 8 4 . 6 2 67.79 515.38 10 0 ‐51 1 0 ‐40 ‐03 S a l a r i e s & Wa g e s 28 5 , 0 3 6 . 0 0 4, 9 7 5 . 0 0 29 0 , 0 1 1 . 0 0 65 , 0 1 2 . 1 7 21 , 7 2 3 . 7 5 22.42 224,998.83 10 0 ‐51 1 5 ‐40 ‐03 S a l a r i e s ‐ Ov e r t i m e 1, 2 1 9 . 0 0 1, 2 1 9 . 0 0 66 3 . 7 0 30 6 . 8 1 54.45 555.30 10 0 ‐51 2 6 ‐40 ‐03 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 6, 5 0 2 . 0 0 6, 5 0 2 . 0 0 1, 1 6 5 . 1 3 17.92 5,336.87 10 0 ‐51 4 0 ‐40 ‐03 S al a r i e s ‐ Lo n g e v i t y Pa y 99 5 . 0 0 99 5 . 0 0 99 5 . 0 0 100.00 10 0 ‐51 4 3 ‐40 ‐03 C e l l Ph o n e Al l o w a n c e 2, 5 2 0 . 0 0 2, 5 2 0 . 0 0 63 0 . 0 0 21 0 . 0 0 25.00 1,890.00 10 0 ‐51 4 5 ‐40 ‐03 S o c i a l Se c u r i t y Ex p e n s e 18 , 3 7 9 . 0 0 18 , 3 7 9 . 0 0 3, 9 7 9 . 8 1 1, 2 9 0 . 5 5 21.65 14,399.19 10 0 ‐51 5 0 ‐40 ‐03 M e d i c a r e Ex p e n s e 4, 2 9 8 . 0 0 4, 2 9 8 . 0 0 93 0 . 7 7 30 1 . 8 3 21.66 3,367.23 30 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 5 5 ‐40 ‐03 S U T A Ex p e n s e 68 4 . 0 0 68 4 . 0 0 684.00 10 0 ‐51 6 0 ‐40 ‐03 H e a l t h / D e n t a l In s u r a n c e 36 , 2 1 4 . 0 0 36 , 2 1 4 . 0 0 7, 6 7 9 . 1 0 2, 5 5 9 . 7 0 21.21 28,534.90 10 0 ‐51 6 5 ‐40 ‐03 D e n t a l In s u r a n c e 1, 8 7 8 . 0 0 1, 8 7 8 . 0 0 42 2 . 8 8 14 0 . 9 6 22.52 1,455.12 10 0 ‐51 7 0 ‐40 ‐03 L i f e In s u r a n c e 51 0 . 0 0 51 0 . 0 0 10 4 . 6 4 34 . 8 8 20.52 405.36 10 0 ‐51 7 5 ‐40 ‐03 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 88 9 . 0 0 88 9 . 0 0 42 . 6 4 13 . 6 2 4.80 846.36 10 0 ‐51 8 0 ‐40 ‐03 T M R S Ex p e n s e 39 , 8 0 5 . 0 0 39 , 8 0 5 . 0 0 8, 5 2 0 . 8 9 2, 7 6 8 . 3 9 21.41 31,284.11 10 0 ‐51 8 5 ‐40 ‐03 L o n g Te r m / S h o r t Te r m Di s a b i l i t 52 6 . 0 0 52 6 . 0 0 12 3 . 5 3 41 . 2 8 23.49 402.47 10 0 ‐51 8 6 ‐40 ‐03 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 1 , 8 0 0 . 0 0 1, 8 0 0 . 0 0 41 7 . 4 8 13 9 . 1 6 23.19 1,382.52 10 0 ‐52 1 0 ‐40 ‐03 S u p p l i e s 4, 0 0 0 . 0 0 4, 0 0 0 . 0 0 24 1 . 9 2 23 1 . 9 2 6.05 3,758.08 10 0 ‐52 1 2 ‐40 ‐03 B u i l d i n g Su p p l i e s 1, 0 0 0 . 0 0 1, 00 0 . 00 33 5 . 3 2 18 8 . 3 2 33.53 664.68 10 0 ‐52 2 0 ‐40 ‐03 O f f i c e Eq u i p m e n t 3, 6 0 0 . 0 0 3, 6 0 0 . 0 0 3,600.00 10 0 ‐52 3 0 ‐40 ‐03 D u e s , F e e s , & Su b s c r i p t i o n s 2, 4 3 5 . 0 0 2, 4 3 5 . 0 0 29 5 . 1 7 50 . 1 7 12.12 2,139.83 10 0 ‐52 4 0 ‐40 ‐03 P o s t a g e an d De l i v e r y 50 0 . 0 0 50 0 . 0 0 15 5 . 4 7 15 . 5 1 31.09 344.53 10 0 ‐52 8 0 ‐40 ‐03 P r i n t i n g an d Re p r o d u c t i o n 30 0 . 0 0 30 0 . 0 0 22 6 . 8 0 22 6 . 8 0 75.60 73.20 10 0 ‐53 3 0 ‐40 ‐03 C o p i e r Ex p e n s e 90 0 . 0 0 90 0 . 0 0 32 8 . 15 21 1 . 06 36.46 571.85 10 0 ‐53 4 0 ‐40 ‐03 B u i l d i n g Re p a i r s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐53 5 2 ‐40 ‐03 F u e l 20 0 . 0 0 20 0 . 0 0 24 . 6 2 12.31 175.38 10 0 ‐54 0 0 ‐40 ‐03 U n i f o r m Ex p e n s e 30 0 . 0 0 30 0 . 0 0 300.00 10 0 ‐54 1 0 ‐40 ‐03 P r o f e s s i o n a l Se r v i c e s 80 , 7 1 0 . 0 0 25 , 0 0 0 . 0 0 10 5 , 7 1 0 . 0 0 15 , 3 3 7 . 2 4 7, 7 7 7 . 0 2 9, 6 6 2 . 7 6 14.51 80,710.00 10 0 ‐54 1 5 ‐40 ‐03 T u t i o n Re i m b u r s e m e n t 29 4 . 2 9 29 4 . 2 9 (294.29) 10 0 ‐54 1 8 ‐40 ‐03 I T Fe e s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 1, 20 0 . 00 60.00 800.00 10 0 ‐54 3 0 ‐40 ‐03 L e g a l Fe e s 32 , 0 0 0 . 0 0 32 , 0 0 0 . 0 0 91 2 . 0 0 58 9 . 0 0 2.85 31,088.00 10 0 ‐54 3 5 ‐40 ‐03 L e g a l No t i c e s / F i l i n g s 25 0 . 0 0 25 0 . 0 0 250.00 10 0 ‐54 8 0 ‐40 ‐03 C o n t r a c t e d Se r v i c e s 4, 1 0 0 . 0 0 4, 1 0 0 . 0 0 52 0 . 0 0 28 0 . 0 0 12.68 3,580.00 10 0 ‐55 2 6 ‐40 ‐03 D a t a Ne t w o r k 1, 8 0 0 . 0 0 1, 8 0 0 . 0 0 27 1 . 7 8 27 1 . 7 8 15.10 1,528.22 10 0 ‐55 3 0 ‐40 ‐03 T r a v e l 3, 8 6 0 . 0 0 3, 8 6 0 . 0 0 1, 0 4 0 . 0 2 88 0 . 0 2 26.94 2,819.98 10 0 ‐55 3 3 ‐40 ‐03 Mi l e a ge Ex p e n s e 2, 2 8 0 . 0 0 2, 2 8 0 . 0 0 36 3 . 6 9 15.95 1,916.31 10 0 ‐55 3 6 ‐40 ‐03 T r a i n i n g / S e m i n a r s 3, 6 0 0 . 0 0 3, 6 0 0 . 0 0 49 . 3 6 49 . 3 6 1.37 3,550.64 10 0 ‐51 1 0 ‐50 ‐01 S a l a r i e s & Wa g e s 15 6 , 7 6 8 . 0 0 4, 2 5 9 . 0 0 16 1 , 0 2 7 . 0 0 31 , 9 0 2 . 2 2 9, 0 2 8 . 6 1 19.81 129,124.78 10 0 ‐51 1 5 ‐50 ‐01 S a l a r i e s ‐ Ov e r t i m e 4, 9 2 0 . 0 0 4, 9 2 0 . 0 0 28 0 . 3 0 17 5 . 5 1 5.70 4,639.70 10 0 ‐51 4 0 ‐50 ‐01 S a l a r i e s ‐ Lo n g e v i t y Pa y 1, 5 5 5 . 0 0 1, 5 5 5 . 0 0 1, 5 5 5 . 0 0 100.00 10 0 ‐51 4 5 ‐50 ‐01 So c i a l Se c ur i t y Ex p e n s e 10 , 1 3 3 . 0 0 10 , 1 3 3 . 0 0 1, 9 4 7 . 2 1 53 4 . 7 4 19.22 8,185.79 10 0 ‐51 5 0 ‐50 ‐01 M e d i c a r e Ex p e n s e 2, 3 7 0 . 0 0 2, 3 7 0 . 0 0 45 5 . 4 0 12 5 . 0 5 19.22 1,914.60 10 0 ‐51 5 5 ‐50 ‐01 S U T A Ex p e n s e 51 3 . 0 0 51 3 . 0 0 513.00 10 0 ‐51 6 0 ‐50 ‐01 H e a l t h / D e n t a l In s u r a n c e 26 , 8 9 0 . 0 0 26 , 8 9 0 . 0 0 4, 2 2 6 . 9 1 1, 0 3 3 . 5 8 15.72 22,663.09 10 0 ‐51 6 5 ‐50 ‐01 D e n t a l In s u r a n c e 1, 3 6 2 . 0 0 1, 3 6 2 . 0 0 25 5 . 0 0 67 . 7 8 18.72 1,107.00 10 0 ‐51 7 0 ‐50 ‐01 L i f e In s u r a n c e 27 5 . 0 0 27 5 . 00 59 . 10 15 . 7 6 21.49 215.90 10 0 ‐51 7 5 ‐50 ‐01 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 7, 5 1 9 . 0 0 7, 5 1 9 . 0 0 3, 3 5 0 . 9 9 91 0 . 9 1 44.57 4,168.01 10 0 ‐51 8 0 ‐50 ‐01 T M R S Ex p e n s e 21 , 9 4 4 . 0 0 21 , 9 4 4 . 0 0 4, 1 7 3 . 3 3 1, 1 3 8 . 5 5 19.02 17,770.67 10 0 ‐51 8 5 ‐50 ‐01 L o n g Te r m / S h o r t Te r m Di s a b i l i t 28 9 . 0 0 28 9 . 0 0 59 . 2 3 16 . 8 8 20.50 229.77 10 0 ‐52 1 0 ‐50 ‐01 S u p p l i e s 30 0 . 0 0 30 0 . 0 0 300.00 31 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐52 2 0 ‐50 ‐01 O f f i c e Eq u i p m e n t 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 1,500.00 10 0 ‐52 3 0 ‐50 ‐01 D u e s , F e e s , & Su b s c r i p t i o n s 50 0 . 0 0 50 0 . 0 0 500.00 10 0 ‐52 5 0 ‐50 ‐01 P u b l i c a t i o n s 50 . 0 0 50 . 0 0 50.00 10 0 ‐53 1 0 ‐50 ‐01 R e n t a l Ex p e n s e 13 , 0 0 0 . 0 0 13 , 0 0 0 . 0 0 5, 4 2 5 . 5 7 2, 4 7 0 . 7 5 41.74 7,574.43 10 0 ‐53 2 0 ‐50 ‐01 R e p a i r s & Ma i n t e n a n c e 4, 0 0 0 . 0 0 4, 0 0 0 . 0 0 35 . 0 6 0.88 3,964.94 10 0 ‐53 2 1 ‐50 ‐01 S i g n a l Li g h t Re p a i r s 16 , 4 0 0 . 0 0 16 , 40 0 . 00 16,400.00 10 0 ‐53 4 0 ‐50 ‐01 B u i l d i n g Re p a i r s 2, 5 0 0 . 0 0 2, 5 0 0 . 0 0 28 8 . 7 2 28 8 . 7 2 11.55 2,211.28 10 0 ‐53 5 0 ‐50 ‐01 V e h i c l e Ex p e n s e 6, 5 0 0 . 0 0 6, 5 0 0 . 0 0 6, 6 3 1 . 1 8 6, 5 3 1 . 7 3 102.02 (131.18) 10 0 ‐53 5 2 ‐50 ‐01 F u e l 3, 6 0 0 . 0 0 3, 6 0 0 . 0 0 75 3 . 1 0 39 4 . 9 4 20.92 2,846.90 10 0 ‐53 5 3 ‐50 ‐01 O i l / G r e a s e / I n s p e c t i o n s 20 0 . 0 0 20 0 . 0 0 200.00 10 0 ‐54 0 0 ‐50 ‐01 U n i f o r m Ex p e n s e 3, 6 0 0 . 0 0 3, 6 0 0 . 0 0 48 1 . 4 2 11 1 . 9 8 13.37 3,118.58 10 0 ‐54 3 0 ‐50 ‐01 L e g a l F ee s 4, 00 0 . 0 0 4, 0 0 0 . 0 0 95 . 0 0 38 . 0 0 2.38 3,905.00 10 0 ‐54 8 0 ‐50 ‐01 C o n t r a c t e d Se r v i c e s 21 2 , 6 5 2 . 0 0 21 2 , 6 5 2 . 0 0 212,652.00 10 0 ‐55 2 0 ‐50 ‐01 T e l e p h o n e s 1, 7 8 0 . 0 0 1, 7 8 0 . 0 0 18 3 . 1 1 96 . 6 6 10.29 1,596.89 10 0 ‐55 2 5 ‐50 ‐01 E l e c t r i c i t y 17 7 , 3 8 8 . 0 0 17 7 , 3 8 8 . 0 0 30 , 7 9 7 . 1 8 22 , 6 4 0 . 2 0 17.36 146,590.82 10 0 ‐55 2 6 ‐50 ‐01 D a t a Ne t w o r k 10 0 . 0 0 10 0 . 0 0 22 . 9 1 7. 0 0 22.91 77.09 10 0 ‐55 3 0 ‐50 ‐01 T r a v e l 80 0 . 0 0 80 0 . 0 0 800.00 10 0 ‐55 3 6 ‐50 ‐01 Tr a i n i n g / S e m i n a r s 1 ,4 0 0 . 0 0 1, 4 0 0 . 0 0 84 0 . 0 0 84 0 . 0 0 60.00 560.00 10 0 ‐56 2 0 ‐50 ‐01 T o o l s & Eq u i p m e n t 3, 0 0 0 . 0 0 3, 0 0 0 . 0 0 3,000.00 10 0 ‐56 3 0 ‐50 ‐01 S a f e t y Eq u i p m e n t 3, 1 0 0 . 0 0 3, 1 0 0 . 0 0 34 6 . 4 9 11.18 2,753.51 10 0 ‐56 4 0 ‐50 ‐01 S i g n s & Ha r d w a r e 25 , 0 0 0 . 0 0 25 , 0 0 0 . 0 0 3, 5 4 9 . 6 5 3, 2 2 4 . 2 5 14.20 21,450.35 10 0 ‐56 5 0 ‐50 ‐01 M a i n t e n a n c e Ma t e r i a l s 65 , 0 0 0 . 0 0 65 , 0 0 0 . 0 0 16 , 4 8 0 . 1 9 7, 5 9 4 . 6 8 37 , 5 0 0 . 0 0 25.35 11,019.81 10 0 ‐61 1 0 ‐50 ‐01 C a p i t a l Ex p e n d i t u r e 1, 4 2 5 , 0 0 0 . 0 0 (9 7 5 , 0 0 0 . 0 0 ) 45 0 , 00 0 . 00 450,000.00 10 0 ‐71 0 0 ‐50 ‐01 O p e r a t i n g Tr a n s f e r Ou t 1, 2 6 5 , 0 0 0 . 0 0 97 5 , 0 0 0 . 0 0 2, 2 4 0 , 0 0 0 . 0 0 56 0 , 0 0 0 . 0 1 18 6 , 6 6 6 . 6 7 25.00 1,679,999.99 10 0 ‐51 1 0 ‐60 ‐01 S a l a r i e s & Wa g e s 24 6 , 6 4 1 . 0 0 2, 6 3 8 . 0 0 24 9 , 2 7 9 . 0 0 41 , 9 4 8 . 2 2 17 , 0 8 8 . 3 6 16.83 207,330.78 10 0 ‐51 1 5 ‐60 ‐01 S a l a r i e s ‐ Ov e r t i m e 4, 2 5 0 . 0 0 4, 2 5 0 . 0 0 71 . 6 1 25 3 . 6 7 1.69 4,178.39 10 0 ‐51 2 6 ‐60 ‐01 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 3, 0 5 9 . 0 0 3, 0 5 9 . 0 0 3,059.00 10 0 ‐51 4 0 ‐60 ‐01 S a l a r i e s ‐ Lo n g e v i t y P ay 55 0 . 00 55 0 . 0 0 28 0 . 0 0 50.91 270.00 10 0 ‐51 4 3 ‐60 ‐01 C e l l Ph o n e Al l o w a n c e 36 0 . 0 0 36 0 . 0 0 24 0 . 0 0 80 . 0 0 66.67 120.00 10 0 ‐51 4 5 ‐60 ‐01 S o c i a l Se c u r i t y Ex p e n s e 15 , 8 1 0 . 0 0 15 , 8 1 0 . 0 0 2, 5 5 3 . 5 1 1, 0 5 2 . 1 8 16.15 13,256.49 10 0 ‐51 5 0 ‐60 ‐01 M e d i c a r e Ex p e n s e 3, 6 9 8 . 0 0 3, 6 9 8 . 0 0 59 7 . 1 8 24 6 . 0 7 16.15 3,100.82 10 0 ‐51 5 5 ‐60 ‐01 S U T A Ex p e n s e 68 4 . 0 0 68 4 . 0 0 87 . 7 0 87 . 7 0 12.82 596.30 10 0 ‐51 6 0 ‐60 ‐01 H e a l t h / D e n t a l I n su r a n c e 29 , 5 7 1 . 0 0 29 , 5 7 1 . 0 0 3, 1 3 3 . 2 6 1, 0 4 4 . 4 2 10.60 26,437.74 10 0 ‐51 6 5 ‐60 ‐01 D e n t a l In s u r a n c e 1, 8 6 0 . 0 0 1, 8 6 0 . 0 0 29 9 . 6 4 99 . 8 8 16.11 1,560.36 10 0 ‐51 7 0 ‐60 ‐01 L i f e In s u r a n c e 36 8 . 0 0 36 8 . 0 0 74 . 8 6 27 . 5 8 20.34 293.14 10 0 ‐51 7 5 ‐60 ‐01 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 51 1 . 0 0 51 1 . 0 0 20 5 . 7 5 18 0 . 3 8 40.26 305.25 10 0 ‐51 8 0 ‐60 ‐01 T M R S Ex p e n s e 34 , 2 4 2 . 0 0 34 , 2 4 2 . 0 0 5, 2 9 5 . 2 7 2, 1 6 6 . 1 3 15.46 28,946.73 10 0 ‐51 8 5 ‐60 ‐01 Lo n g Te r m /S h o r t Te r m Di s a b i l i t 45 5 . 0 0 45 5 . 0 0 79 . 7 1 32 . 4 7 17.52 375.29 10 0 ‐51 8 6 ‐60 ‐01 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 1 , 8 0 0 . 0 0 1, 8 0 0 . 0 0 26 7 . 4 8 89 . 1 6 14.86 1,532.52 10 0 ‐51 9 1 ‐60 ‐01 H i r i n g Co s t 79 . 3 8 79 . 3 8 (79.38) 10 0 ‐52 1 0 ‐60 ‐01 S u p p l i e s 3, 0 0 5 . 0 0 3, 0 0 5 . 0 0 34 0 . 0 4 25 4 . 3 9 11.32 2,664.96 32 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐52 1 2 ‐60 ‐01 B u i l d i n g Su p p l i e s 65 0 . 0 0 65 0 . 0 0 41 . 5 4 41 . 5 4 6.39 608.46 10 0 ‐52 2 0 ‐60 ‐01 O f f i c e Eq u i p m e n t 4, 9 1 0 . 0 0 4, 9 1 0 . 0 0 40 7 . 6 7 10 5 . 1 2 8.30 4,502.33 10 0 ‐52 3 0 ‐60 ‐01 D u e s , F e e s , & Su b s c r i p t i o n s 2, 9 4 4 . 0 0 2, 9 4 4 . 0 0 2,944.00 10 0 ‐52 4 0 ‐60 ‐01 P o s t a g e an d De l i v e r y 2. 0 9 (2.09) 10 0 ‐53 3 0 ‐60 ‐01 C o p i e r Ex p e n s e 2, 0 6 0 . 0 0 2, 0 6 0 . 0 0 41 0 . 3 9 22 6 . 7 4 19.92 1,649.61 10 0 ‐54 0 0 ‐60 ‐01 U ni f o r m Ex p e n s e 40 0 . 0 0 40 0 . 0 0 400.00 10 0 ‐54 1 0 ‐60 ‐01 P r o f e s s i o n a l Se r v i c e s 68 , 7 6 0 . 0 0 68 , 7 6 0 . 0 0 68,760.00 10 0 ‐54 1 8 ‐60 ‐01 I T Fe e s 1, 7 8 0 . 0 0 1, 7 8 0 . 0 0 1,780.00 10 0 ‐54 3 0 ‐60 ‐01 L e g a l Fe e s 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 5, 2 2 5 . 0 0 4, 2 3 7 . 0 0 104.50 (225.00) 10 0 ‐54 3 5 ‐60 ‐01 L e g a l No t i c e s / F i l i n g s 23 3 . 6 0 43 . 0 0 (233.60) 10 0 ‐54 8 0 ‐60 ‐01 C o n t r a c t e d Se r v i c e s 1, 6 0 0 . 0 0 1, 6 0 0 . 0 0 39 0 . 0 0 21 0 . 0 0 24.38 1,210.00 10 0 ‐55 2 0 ‐60 ‐01 T e l e p h o n e s 2, 6 9 3 . 0 0 2, 69 3 . 00 58 . 6 6 69 . 9 8 2.18 2,634.34 10 0 ‐55 3 0 ‐60 ‐01 T r a v e l 4, 4 0 0 . 0 0 4, 4 0 0 . 0 0 8. 2 0 8. 2 0 0.19 4,391.80 10 0 ‐55 3 3 ‐60 ‐01 M i l e a g e Ex p e n s e 2, 4 0 0 . 0 0 2, 4 0 0 . 0 0 24 8 . 7 3 15 2 . 7 2 10.36 2,151.27 10 0 ‐55 3 6 ‐60 ‐01 T r a i n i n g / S e m i n a r s 8, 8 6 0 . 0 0 8, 8 6 0 . 0 0 79 . 9 0 79 . 9 0 0.90 8,780.10 10 0 ‐51 1 0 ‐60 ‐02 S a l a r i e s & Wa g e s 57 3 , 6 9 6 . 0 0 11 , 1 7 0 . 0 0 58 4 , 8 6 6 . 0 0 11 7 , 0 8 1 . 8 9 38 , 2 7 9 . 4 2 20.02 467,784.11 10 0 ‐51 1 5 ‐60 ‐02 S a l a r i e s ‐ Ov e r t i m e 14 , 7 0 8 . 0 0 14 , 70 8 . 00 2, 2 2 8 . 3 1 48 8 . 0 1 15.15 12,479.69 10 0 ‐51 2 6 ‐60 ‐02 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 6, 0 0 0 . 0 0 6, 0 0 0 . 0 0 3, 1 6 0 . 5 2 52.68 2,839.48 10 0 ‐51 4 0 ‐60 ‐02 S a l a r i e s ‐ Lo n g e v i t y Pa y 2, 8 8 0 . 0 0 2, 8 8 0 . 0 0 2, 6 1 5 . 0 0 90.80 265.00 10 0 ‐51 4 3 ‐60 ‐02 C e l l Ph o n e Al l o w a n c e 2, 5 2 0 . 0 0 2, 5 2 0 . 0 0 49 5 . 0 0 15 5 . 0 0 19.64 2,025.00 10 0 ‐51 4 5 ‐60 ‐02 S o c i a l Se c u r i t y Ex p e n s e 36 , 8 4 0 . 0 0 36 , 8 4 0 . 0 0 7, 1 3 0 . 1 8 2, 2 0 0 . 1 4 19.35 29,709.82 10 0 ‐51 5 0 ‐60 ‐02 Me d i c a r e E xp e n s e 8, 6 1 5 . 0 0 8, 6 1 5 . 0 0 1, 6 6 7 . 5 5 51 4 . 5 4 19.36 6,947.45 10 0 ‐51 5 5 ‐60 ‐02 S U T A Ex p e n s e 2, 5 6 5 . 0 0 2, 5 6 5 . 0 0 2,565.00 10 0 ‐51 6 0 ‐60 ‐02 H e a l t h / D e n t a l In s u r a n c e 12 7 , 2 8 0 . 0 0 12 7 , 2 8 0 . 0 0 22 , 6 4 8 . 4 5 7, 4 1 4 . 6 0 17.79 104,631.55 10 0 ‐51 6 5 ‐60 ‐02 D e n t a l In s u r a n c e 5, 7 6 9 . 0 0 5, 7 6 9 . 0 0 1, 0 7 4 . 7 4 35 1 . 4 2 18.63 4,694.26 10 0 ‐51 7 0 ‐60 ‐02 L i f e In s u r a n c e 1, 2 6 7 . 0 0 1, 2 6 7 . 0 0 28 7 . 6 2 94 . 5 6 22.70 979.38 10 0 ‐51 7 5 ‐60 ‐02 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 10 , 6 4 8 . 0 0 10 , 64 8 . 00 4, 8 7 4 . 7 2 1, 6 2 2 . 9 8 45.78 5,773.28 10 0 ‐51 8 0 ‐60 ‐02 T M R S Ex p e n s e 79 , 8 0 4 . 0 0 79 , 8 0 4 . 0 0 15 , 6 7 2 . 5 8 4, 8 5 6 . 6 8 19.64 64,131.42 10 0 ‐51 8 5 ‐60 ‐02 L o n g Te r m / S h o r t Te r m Di s a b i l i t 1, 0 6 1 . 0 0 1, 0 6 1 . 0 0 21 8 . 5 6 72 . 7 4 20.60 842.44 10 0 ‐51 8 6 ‐60 ‐02 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 5 , 7 0 0 . 0 0 5, 7 0 0 . 0 0 1, 1 1 7 . 4 8 33 9 . 1 6 19.61 4,582.52 10 0 ‐51 9 1 ‐60 ‐02 H i r i n g Co s t 20 0 . 0 0 20 0 . 0 0 200.00 10 0 ‐52 1 0 ‐60 ‐02 S u p p l i e s 41 2 . 81 18 9 . 99 (412.81) 10 0 ‐52 1 2 ‐60 ‐02 B u i l d i n g Su p p l i e s 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 75 0 . 0 3 75 0 . 0 3 50.00 749.97 10 0 ‐52 2 0 ‐60 ‐02 O f f i c e Eq u i p m e n t 1, 6 5 0 . 0 0 1, 6 5 0 . 0 0 1,650.00 10 0 ‐52 3 0 ‐60 ‐02 D u e s , F e e s , & Su b s c r i p t i o n s 2, 5 3 6 . 0 0 2, 5 3 6 . 0 0 60 0 . 0 0 15 . 0 0 23.66 1,936.00 10 0 ‐53 1 0 ‐60 ‐02 R e n t a l Ex p e n s e 27 , 0 0 0 . 0 0 27 , 0 0 0 . 0 0 8, 1 6 0 . 0 0 2, 0 4 0 . 0 0 17 , 5 8 0 . 0 0 30.22 1,260.00 10 0 ‐53 2 0 ‐60 ‐02 R e p a i r s & Ma i n t e n a n c e 29 2 , 7 4 5 . 0 0 (1 0 1 , 0 3 0 . 0 0 ) 19 1 , 7 1 5 . 0 0 25 , 2 4 5 . 2 3 5, 3 4 8 . 4 0 13.17 166,469.77 10 0 ‐53 2 2 ‐60 ‐02 I r r i g a t i o n Re p a i r s 12 , 2 0 0 . 0 0 12 , 2 0 0 . 0 0 11 , 7 8 9 . 9 4 2, 8 9 3 . 9 0 96.64 410.06 10 0 ‐53 2 3 ‐60 ‐02 F i e l d Ma i n t e n a n c e 50 , 1 5 0 . 0 0 50 , 1 5 0 . 0 0 2, 3 9 0 . 8 1 38 8 . 5 6 4.77 47,759.19 10 0 ‐53 3 0 ‐60 ‐02 C o p i e r Ex p e n s e 23 7 . 0 0 23 7 . 0 0 32 . 6 9 14 . 2 5 13.79 204.31 10 0 ‐53 5 0 ‐60 ‐02 V e h i c l e Ex p e n s e 4, 5 0 0 . 0 0 4, 5 0 0 . 0 0 45 6 . 6 5 45 6 . 6 5 10.15 4,043.35 33 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐53 5 2 ‐60 ‐02 F u e l 13 , 9 2 0 . 0 0 13 , 9 2 0 . 0 0 1, 5 5 5 . 2 3 92 5 . 9 4 11.17 12,364.77 10 0 ‐53 5 3 ‐60 ‐02 O i l / G r e a s e / I n s p e c t i o n s 1, 2 9 0 . 0 0 1, 2 9 0 . 0 0 36 8 . 0 6 36 8 . 0 6 28.53 921.94 10 0 ‐53 5 5 ‐60 ‐02 C h e m i c a l s / F e r t i l i z e r 38 , 6 8 0 . 0 0 38 , 6 8 0 . 0 0 10 , 7 1 8 . 9 7 3, 6 9 1 . 1 8 27.71 27,961.03 10 0 ‐54 0 0 ‐60 ‐02 U n i f o r m Ex p e n s e 8, 9 4 0 . 0 0 8, 9 4 0 . 0 0 2, 0 4 8 . 4 3 1, 5 0 1 . 6 4 22.91 6,891.57 10 0 ‐54 1 8 ‐60 ‐02 I T Fe e s 3, 1 9 5 . 0 0 3, 1 9 5 . 0 0 3,195.00 10 0 ‐54 8 0 ‐60 ‐02 Co n t r a c t e d S er v i c e s 35 8 , 0 5 2 . 0 0 35 8 , 0 5 2 . 0 0 34 , 3 0 2 . 3 5 7, 0 2 8 . 4 5 11 5 , 3 6 1 . 0 5 9.58 208,388.60 10 0 ‐55 2 0 ‐60 ‐02 T e l e p h o n e s 4, 1 6 5 . 0 0 4, 1 6 5 . 0 0 85 7 . 3 5 57 5 . 1 2 20.59 3,307.65 10 0 ‐55 2 5 ‐60 ‐02 E l e c t r i c i t y 16 0 , 0 0 0 . 0 0 16 0 , 0 0 0 . 0 0 26 , 7 6 8 . 8 5 25 , 6 7 6 . 5 8 16.73 133,231.15 10 0 ‐55 2 6 ‐60 ‐02 D a t a Ne t w o r k 11 3 . 9 7 37 . 9 9 (113.97) 10 0 ‐55 3 0 ‐60 ‐02 T r a v e l 2, 3 0 5 . 0 0 2, 3 0 5 . 0 0 14 . 5 1 14 . 5 1 0.63 2,290.49 10 0 ‐55 3 3 ‐60 ‐02 M i l e a g e Ex p e n s e 10 5 . 0 0 10 5 . 0 0 57 . 6 7 57 . 67 54.92 47.33 10 0 ‐55 3 6 ‐60 ‐02 T r a i n i n g / S e m i n a r s 1, 6 5 0 . 0 0 1, 6 5 0 . 0 0 54 0 . 0 0 42 5 . 0 0 32.73 1,110.00 10 0 ‐56 2 0 ‐60 ‐02 T o o l s & Eq u i p m e n t 1, 8 5 0 . 0 0 1, 8 5 0 . 0 0 1, 5 9 4 . 9 8 86.22 255.02 10 0 ‐56 3 0 ‐60 ‐02 S a f e t y Eq u i p m e n t 1, 1 9 0 . 0 0 1, 1 9 0 . 0 0 19 9 . 9 8 16.81 990.02 10 0 ‐56 4 0 ‐60 ‐02 S i g n s & Ha r d w a r e 6, 2 0 0 . 0 0 6, 2 0 0 . 0 0 6,200.00 10 0 ‐61 2 0 ‐60 ‐02 C a p i t a l Ex p e n d i t u r e ‐Pa r k Im p r 12 0 , 9 0 0 . 0 0 12 0 , 9 0 0 . 0 0 10 , 5 7 6 . 0 0 110,324.00 10 0 ‐61 4 0 ‐60 ‐02 C ap i t a l Ex p e n d i t u r e ‐ Eq u i p m e n 15 , 2 0 0 . 0 0 15 , 2 0 0 . 0 0 11 , 5 4 4 . 3 1 11 , 5 4 4 . 3 1 75.95 3,655.69 10 0 ‐61 6 0 ‐60 ‐02 C a p i t a l Ex p e n d i t u r e ‐ Ve h i c l e s 38 , 5 0 0 . 0 0 38 , 5 0 0 . 0 0 38,500.00 10 0 ‐51 1 0 ‐60 ‐03 S a l a r i e s & Wa g e s 45 , 8 9 5 . 0 0 1, 0 7 0 . 0 0 46 , 9 6 5 . 0 0 10 , 4 5 3 . 9 6 3, 4 9 6 . 0 8 22.26 36,511.04 10 0 ‐51 4 0 ‐60 ‐03 S a l a r i e s ‐ Lo n g e v i t y Pa y 17 0 . 0 0 17 0 . 0 0 17 0 . 0 0 100.00 10 0 ‐51 4 5 ‐60 ‐03 S o c i a l Se c u r i t y Ex p e n s e 2, 8 5 6 . 0 0 2, 8 5 6 . 0 0 56 1 . 2 5 18 4 . 2 8 19.65 2,294.75 10 0 ‐51 5 0 ‐60 ‐03 Me d i c ar e Ex p e n s e 66 8 . 0 0 66 8 . 0 0 13 1 . 2 6 43 . 1 0 19.65 536.74 10 0 ‐51 5 5 ‐60 ‐03 S U T A Ex p e n s e 17 1 . 0 0 17 1 . 0 0 171.00 10 0 ‐51 7 0 ‐60 ‐03 L i f e In s u r a n c e 92 . 0 0 92 . 0 0 23 . 6 4 7. 8 8 25.70 68.36 10 0 ‐51 7 5 ‐60 ‐03 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 94 . 0 0 94 . 0 0 10 . 6 3 3. 5 0 11.31 83.37 10 0 ‐51 8 0 ‐60 ‐03 T M R S Ex p e n s e 6, 1 8 6 . 0 0 6, 1 8 6 . 0 0 1, 3 1 4 . 1 8 43 2 . 4 6 21.24 4,871.82 10 0 ‐51 8 5 ‐60 ‐03 L o n g Te r m /S h o r t Te r m D is a b i l i t 84 . 0 0 84 . 0 0 19 . 8 6 6. 6 4 23.64 64.14 10 0 ‐52 1 0 ‐60 ‐03 S u p p l i e s 66 . 0 4 66 . 0 4 (66.04) 10 0 ‐52 3 0 ‐60 ‐03 D u e s , F e e s , & Su b s c r i p t i o n s 15 . 0 0 15 . 0 0 (15.00) 10 0 ‐52 4 0 ‐60 ‐03 P o s t a g e an d De l i v e r y 1, 8 0 0 . 0 0 1, 8 0 0 . 0 0 21 . 3 9 1.19 1,778.61 10 0 ‐52 6 0 ‐60 ‐03 A d v e r t i s i n g 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 2,000.00 10 0 ‐52 8 0 ‐60 ‐03 P r i n t i n g an d Re p r o d u c t i o n 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 2,000.00 10 0 ‐54 7 5 ‐60 ‐03 C r e d i t Ca r d F ee s 1, 50 0 . 0 0 1, 5 0 0 . 0 0 51 4 . 0 5 19 4 . 3 9 34.27 985.95 10 0 ‐56 0 0 ‐60 ‐03 S p e c i a l Ev e n t s 28 , 7 2 5 . 0 0 28 , 7 2 5 . 0 0 3, 8 0 9 . 3 2 3, 6 5 1 . 0 0 13.26 24,915.68 10 0 ‐59 9 5 ‐60 ‐03 R e c r e a t i o n Ac t i v i t i e s 28 , 0 0 0 . 0 0 28 , 0 0 0 . 0 0 4, 2 9 4 . 8 5 3, 5 2 4 . 8 5 15.34 23,705.15 10 0 ‐51 1 0 ‐60 ‐05 S a l a r i e s & Wa g e s 12 6 , 7 8 3 . 0 0 3, 3 0 5 . 0 0 13 0 , 0 8 8 . 0 0 27 , 4 2 7 . 4 9 9, 2 1 0 . 7 8 21.08 102,660.51 10 0 ‐51 4 0 ‐60 ‐05 S a l a r i e s ‐ Lo n g e v i t y Pa y 15 0 . 0 0 15 0 . 0 0 14 5 . 0 0 96.67 5.00 10 0 ‐51 4 5 ‐60 ‐05 So c i a l Se c ur i t y Ex p e n s e 7, 8 7 0 . 0 0 7, 8 7 0 . 0 0 1, 7 1 0 . 5 2 57 1 . 4 2 21.74 6,159.48 10 0 ‐51 5 0 ‐60 ‐05 M e d i c a r e Ex p e n s e 1, 8 4 1 . 0 0 1, 8 4 1 . 0 0 40 0 . 0 4 13 3 . 6 3 21.73 1,440.96 10 0 ‐51 5 5 ‐60 ‐05 S U T A Ex p e n s e 68 4 . 0 0 68 4 . 0 0 50 . 2 9 20 . 4 7 7.35 633.71 10 0 ‐51 6 0 ‐60 ‐05 H e a l t h / D e n t a l In s u r a n c e 2. 3 7 (2.37) 34 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐51 6 5 ‐60 ‐05 D e n t a l In s u r a n c e 0. 1 9 (0.19) 10 0 ‐51 7 0 ‐60 ‐05 L i f e In s u r a n c e 92 . 0 0 92 . 0 0 23 . 6 9 7. 8 8 25.75 68.31 10 0 ‐51 7 5 ‐60 ‐05 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 26 8 . 0 0 26 8 . 0 0 28 . 1 4 9. 2 2 10.50 239.86 10 0 ‐51 8 0 ‐60 ‐05 T M R S Ex p e n s e 13 , 8 4 3 . 0 0 13 , 8 4 3 . 0 0 2, 6 6 9 . 9 6 88 7 . 7 1 19.29 11,173.04 10 0 ‐51 8 5 ‐60 ‐05 L o n g Te r m / S h o r t Te r m Di s a b i l i t 17 2 . 0 0 17 2 . 0 0 40 . 7 2 13 . 64 23.67 131.28 10 0 ‐52 1 0 ‐60 ‐05 S u p p l i e s 4, 5 0 0 . 0 0 4, 5 0 0 . 0 0 43 1 . 7 7 42 1 . 7 7 9.60 4,068.23 10 0 ‐52 1 2 ‐60 ‐05 B u i l d i n g Su p p l i e s 10 0 . 0 0 10 0 . 0 0 100.00 10 0 ‐52 2 0 ‐60 ‐05 O f f i c e Eq u i p m e n t 3, 2 0 0 . 0 0 3, 2 0 0 . 0 0 2, 5 1 1 . 1 8 21 3 . 1 3 78.47 475.69 10 0 ‐52 3 0 ‐60 ‐05 D u e s , F e e s , & Su b s c r i p t i o n s 3, 0 0 0 . 0 0 3, 0 0 0 . 0 0 64 2 . 3 8 44 7 . 8 8 21.41 2,357.62 10 0 ‐52 4 0 ‐60 ‐05 P o s t a g e an d De l i v e r y 40 0 . 0 0 40 0 . 0 0 21 . 8 4 9. 7 4 5.46 378.16 10 0 ‐52 6 0 ‐60 ‐05 Ad v e r ti s i n g 60 0 . 0 0 60 0 . 0 0 600.00 10 0 ‐52 8 0 ‐60 ‐05 P r i n t i n g an d Re p r o d u c t i o n 10 0 . 0 0 10 0 . 0 0 100.00 10 0 ‐52 8 1 ‐60 ‐05 B o o k Pu r c h a s e s 24 , 5 1 7 . 0 0 24 , 5 1 7 . 0 0 6, 6 4 3 . 8 0 4, 3 1 7 . 7 2 11 , 4 3 1 . 3 8 27.10 6,441.82 10 0 ‐52 8 2 ‐60 ‐05 D V D Pu r c h a s e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 77 . 3 6 77 . 3 6 7.74 922.64 10 0 ‐52 8 3 ‐60 ‐05 A u d i o b o o k Pu r c h a s e s 80 0 . 0 0 80 0 . 0 0 24 . 2 8 3.04 775.72 10 0 ‐52 8 4 ‐60 ‐05 O t h e r Co l l e c t i o n It e m Pu r c h a s e 50 0 . 0 0 50 0 . 00 1, 81 1 . 3 1 1, 8 1 1 . 3 1 362.26 (1,311.31) 10 0 ‐53 3 0 ‐60 ‐05 C o p i e r Ex p e n s e 90 0 . 0 0 90 0 . 0 0 10 5 . 3 8 58 . 3 5 11.71 794.62 10 0 ‐54 0 0 ‐60 ‐05 U n i f o r m Ex p e n s e 30 0 . 0 0 30 0 . 0 0 10 2 . 5 0 34.17 197.50 10 0 ‐54 3 0 ‐60 ‐05 L e g a l Fe e s 20 0 . 0 0 20 0 . 0 0 38 . 0 0 38 . 0 0 19.00 162.00 10 0 ‐54 8 0 ‐60 ‐05 C o n t r a c t e d Se r v i c e s 6, 5 0 0 . 0 0 6, 5 0 0 . 0 0 6,500.00 10 0 ‐55 2 0 ‐60 ‐05 T e l e p h o n e s 1, 9 8 0 . 0 0 1, 9 8 0 . 0 0 43 8 . 7 2 29 2 . 4 8 22.16 1,541.28 10 0 ‐55 3 0 ‐60 ‐05 T ra v e l 3, 0 0 0 . 0 0 3, 0 0 0 . 0 0 20 1 . 9 6 29 . 0 0 6.73 2,798.04 10 0 ‐55 3 3 ‐60 ‐05 M i l e a g e Ex p e n s e 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 13 0 . 1 6 13 0 . 1 6 13.02 869.84 10 0 ‐55 3 6 ‐60 ‐05 T r a i n i n g / S e m i n a r s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 3. 2 9 3. 2 9 0.17 1,996.71 10 0 ‐56 0 0 ‐60 ‐05 S p e c i a l Ev e n t s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 36 4 . 7 0 31 9 . 7 0 36.47 635.30 10 0 ‐51 1 0 ‐98 ‐01 S a l a r i e s & Wa g e s 55 2 , 8 0 1 . 0 0 4, 3 8 0 . 0 0 55 7 , 1 8 1 . 0 0 12 2 , 0 8 7 . 0 5 43 , 2 2 4 . 5 1 21.91 435,093.95 10 0 ‐51 1 5 ‐98 ‐01 S al a r i e s ‐ Ov e r t i m e 1, 2 0 0 . 0 0 1, 2 0 0 . 0 0 47 5 . 2 9 44 8 . 6 7 39.61 724.71 10 0 ‐51 2 6 ‐98 ‐01 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 12 , 0 0 7 . 0 0 12 , 0 0 7 . 0 0 6, 1 4 8 . 5 8 51.21 5,858.42 10 0 ‐51 4 0 ‐98 ‐01 S a l a r i e s ‐ Lo n g e v i t y Pa y 1, 3 5 0 . 0 0 1, 3 5 0 . 0 0 1, 2 6 0 . 0 0 93.33 90.00 10 0 ‐51 4 3 ‐98 ‐01 C e l l Ph o n e Al l o w a n c e 90 0 . 0 0 90 0 . 0 0 900.00 10 0 ‐51 4 5 ‐98 ‐01 S o c i a l Se c u r i t y Ex p e n s e 35 , 2 3 8 . 0 0 35 , 2 3 8 . 0 0 5, 9 9 3 . 4 7 1, 8 5 9 . 5 9 17.01 29,244.53 10 0 ‐51 5 0 ‐98 ‐01 Me d i c ar e Ex p e n s e 8, 2 4 1 . 0 0 8, 2 4 1 . 0 0 1, 7 5 3 . 2 4 58 9 . 1 2 21.28 6,487.76 10 0 ‐51 5 5 ‐98 ‐01 S U T A Ex p e n s e 1, 0 2 6 . 0 0 1, 0 2 6 . 0 0 17 1 . 0 0 16.67 855.00 10 0 ‐51 6 0 ‐98 ‐01 H e a l t h / D e n t a l In s u r a n c e 63 , 0 9 7 . 0 0 63 , 0 9 7 . 0 0 11 , 9 9 7 . 8 6 4, 0 9 5 . 2 2 19.02 51,099.14 10 0 ‐51 6 5 ‐98 ‐01 D e n t a l In s u r a n c e 2, 9 1 8 . 0 0 2, 9 1 8 . 0 0 51 3 . 7 2 18 2 . 1 8 17.61 2,404.28 10 0 ‐51 7 0 ‐98 ‐01 L i f e In s u r a n c e 73 3 . 0 0 73 3 . 0 0 15 5 . 3 8 54 . 4 2 21.20 577.62 10 0 ‐51 7 5 ‐98 ‐01 Li a b i l i t y (T M L )/ W o r k e r s ' Co m p 1, 4 9 7 . 0 0 1, 4 9 7 . 0 0 15 7 . 1 1 56 . 6 2 10.50 1,339.89 10 0 ‐51 8 0 ‐98 ‐01 T M R S Ex p e n s e 76 , 3 2 4 . 0 0 76 , 3 2 4 . 0 0 16 , 1 1 4 . 5 1 5, 4 1 4 . 7 4 21.11 60,209.49 10 0 ‐51 8 5 ‐98 ‐01 L o n g Te r m / S h o r t Te r m Di s a b i l i t 1, 0 2 0 . 0 0 1, 0 2 0 . 0 0 22 2 . 1 8 81 . 8 8 21.78 797.82 10 0 ‐51 8 6 ‐98 ‐01 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 1 , 8 0 0 . 0 0 1, 8 0 0 . 0 0 30 0 . 0 0 10 0 . 0 0 16.67 1,500.00 10 0 ‐52 1 0 ‐98 ‐01 S u p p l i e s 1, 9 5 0 . 0 0 1, 9 5 0 . 0 0 93 3 . 3 7 69 0 . 2 3 47.87 1,016.63 35 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 10 0 ‐52 1 2 ‐98 ‐01 B u i l d i n g Su p p l i e s 35 0 . 0 0 35 0 . 0 0 24 1 . 1 7 41 . 5 4 68.91 108.83 10 0 ‐52 2 0 ‐98 ‐01 O f f i c e Eq u i p m e n t 2, 6 0 2 . 0 0 2, 6 0 2 . 0 0 22 . 5 7 0.87 2,579.43 10 0 ‐52 3 0 ‐98 ‐01 D u e s , F e e s , & Su b s c r i p t i o n s 1, 5 6 0 . 0 0 1, 5 6 0 . 0 0 1,560.00 10 0 ‐52 4 0 ‐98 ‐01 P o s t a g e an d De l i v e r y 26 0 . 0 0 26 0 . 0 0 66 . 0 9 50 . 1 3 25.42 193.91 10 0 ‐52 8 0 ‐98 ‐01 P r i n t i n g an d Re p r o d u c t i o n 59 . 8 8 (59.88) 10 0 ‐53 2 0 ‐98 ‐01 Re p a i r s & Ma i n t e n a n c e 8. 9 8 8. 9 8 (8.98) 10 0 ‐53 3 0 ‐98 ‐01 C o p i e r Ex p e n s e 88 0 . 0 0 88 0 . 0 0 19 4 . 0 1 76 . 9 2 22.05 685.99 10 0 ‐53 5 0 ‐98 ‐01 V e h i c l e Ex p e n s e 27 5 . 0 0 27 5 . 0 0 40 . 0 0 40 . 0 0 14.55 235.00 10 0 ‐53 5 2 ‐98 ‐01 F u e l 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 23 9 . 8 5 12 9 . 8 4 23.99 760.15 10 0 ‐54 0 0 ‐98 ‐01 U n i f o r m Ex p e n s e 50 0 . 0 0 50 0 . 0 0 13 1 . 9 2 10 3 . 9 2 26.38 368.08 10 0 ‐54 1 0 ‐98 ‐01 P r o f e s s i o n a l Se r v i c e s 35 , 0 0 0 . 0 0 35 , 00 0 . 00 35,000.00 10 0 ‐54 1 9 ‐98 ‐01 I T Li c e n s e s 95 0 . 0 0 95 0 . 0 0 950.00 10 0 ‐54 3 0 ‐98 ‐01 L e g a l Fe e s 7, 7 0 0 . 0 0 7, 7 0 0 . 0 0 3, 8 9 3 . 1 3 2, 0 6 9 . 1 3 50.56 3,806.87 10 0 ‐54 3 5 ‐98 ‐01 L e g a l No t i c e s / F i l i n g s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 63 1 . 4 0 19 3 . 0 0 31.57 1,368.60 10 0 ‐54 8 0 ‐98 ‐01 C o n t r a c t e d Se r v i c e s 2, 8 1 8 . 8 0 21 0 . 0 0 (2,818.80) 10 0 ‐55 2 0 ‐98 ‐01 T e l e p h o n e s 3, 3 0 8 . 0 0 3, 3 0 8 . 0 0 68 1 . 5 1 53 3 . 6 0 20.60 2,626.49 10 0 ‐55 2 4 ‐98 ‐01 G a s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 19 4 . 09 10 5 . 45 19.41 805.91 10 0 ‐55 2 6 ‐98 ‐01 D a t a Ne t w o r k 11 3 . 9 7 37 . 9 9 (113.97) 10 0 ‐55 3 0 ‐98 ‐01 T r a v e l 4, 2 0 0 . 0 0 4, 2 0 0 . 0 0 56 1 . 6 2 56 1 . 6 2 13.37 3,638.38 10 0 ‐55 3 3 ‐98 ‐01 M i l e a g e Ex p e n s e 1, 4 0 0 . 0 0 1, 4 0 0 . 0 0 83 . 0 4 83 . 0 4 5.93 1,316.96 10 0 ‐55 3 6 ‐98 ‐01 T r a i n i n g / S e m i n a r s 4, 8 8 0 . 0 0 4, 8 8 0 . 0 0 39 5 . 0 0 39 5 . 0 0 8.09 4,485.00 10 0 ‐56 2 0 ‐98 ‐01 T o o l s & Eq u i p m e n t 85 6 . 7 9 (856.79) 20 0 ‐40 0 0 ‐10 ‐08 W / S Se r v i ce In i t i a t i o n (6 9 , 8 7 0 . 0 0 ) (6 9 , 8 7 0 . 0 0 ) (1 6 , 7 1 0 . 0 0 ) (6 , 6 1 5 . 0 0 ) 23.92 (53,160.00) 20 0 ‐40 0 7 ‐10 ‐08 S a n i t a t i o n (1 , 3 7 6 , 7 9 6 . 0 0 ) (1 , 3 7 6 , 7 9 6 . 0 0 ) (2 9 5 , 6 7 5 . 3 7 ) (1 0 0 , 6 9 1 . 0 1 ) 21.48 (1,081,120.63) 20 0 ‐40 0 9 ‐10 ‐08 L a t e Fe e ‐W/ S (9 4 , 5 0 0 . 0 0 ) (9 4 , 5 0 0 . 0 0 ) (2 8 , 9 5 7 . 0 9 ) (7 , 0 9 9 . 9 8 ) 30.64 (65,542.91) 20 0 ‐49 9 5 ‐10 ‐99 T R A N S F E R IN / O U T (7 5 , 5 6 3 . 0 0 ) 75 , 5 6 3 . 0 0 6, 2 9 6 . 9 2 20 0 ‐40 0 5 ‐50 ‐02 W a t e r Re v e n u e (7 , 0 9 0 , 1 0 7 . 0 0 ) (7 , 0 9 0 , 1 0 7 . 0 0 ) (1 , 7 3 2 , 2 5 1 . 7 6 ) (4 0 2 , 6 0 6 . 9 2 ) 24.43 (5,357,855.24) 20 0 ‐40 1 0 ‐50 ‐02 C o n n e c t i o n Ta p & C on s t r u c t i o n ( 8 8 0 , 0 0 0 . 0 0 ) (88 0 , 0 0 0 . 0 0 ) (2 0 9 , 3 3 2 . 0 0 ) (7 3 , 7 0 2 . 0 0 ) 23.79 (670,668.00) 20 0 ‐40 1 2 ‐50 ‐02 S a t u r d a y In s p e c t i o n Fe e (1 1 , 0 0 0 . 0 0 ) (1 1 , 0 0 0 . 0 0 ) (3 , 4 5 0 . 0 0 ) (9 0 0 . 0 0 ) 31.36 (7,550.00) 20 0 ‐40 1 8 ‐50 ‐02 I n t e r n e t Cr . Ca r d Fe e s (3 1 , 4 6 0 . 0 0 ) (3 1 , 4 6 0 . 0 0 ) (1 1 , 7 8 3 . 4 2 ) (3 , 6 8 4 . 3 4 ) 37.46 (19,676.58) 20 0 ‐40 1 9 ‐50 ‐02 C r . Ca r d Pm t Fe e s (7 , 5 3 5 . 0 0 ) (7 , 5 3 5 . 0 0 ) (3 , 0 3 9 . 7 7 ) (9 9 3 . 9 5 ) 40.34 (4,495.23) 20 0 ‐40 6 0 ‐50 ‐02 N S F Fe e s (1 , 5 7 5 . 0 0 ) (1 , 5 7 5 . 0 0 ) (3 0 0 . 0 0 ) (7 5 . 0 0 ) 19.05 (1,275.00) 20 0 ‐42 4 2 ‐50 ‐02 R e ‐In s p e c t i o n Fe e s (3 , 6 3 0 . 0 0 ) (3 , 6 3 0 . 0 0 ) (3,630.00) 20 0 ‐42 4 3 ‐50 ‐02 B a c k f l o w Pr e v e n t i o n In s p e c t i o n ( 1 8 , 7 0 0 . 0 0 ) (1 8 , 7 0 0 . 0 0 ) (6 , 7 0 0 . 0 0 ) (1 , 7 0 0 . 0 0 ) 35.83 (12,000.00) 20 0 ‐46 1 0 ‐50 ‐02 I n t e r e s t In c o m e (2 9 , 5 0 0 . 0 0 ) (2 9 , 5 0 0 . 0 0 ) (1 6 , 3 0 7 . 0 8 ) (5 , 3 7 0 . 4 7 ) 55.28 (13,192.92) 20 0 ‐49 1 0 ‐50 ‐02 O t h e r Re v e n u e (1 0 4 , 5 0 0 . 0 0 ) (1 0 4 , 5 0 0 . 0 0 ) (3 2 , 7 5 2 . 0 9 ) (1 1 , 4 4 1 . 3 8 ) 31.34 (71,747.91) 20 0 ‐40 0 6 ‐50 ‐03 S e w e r (3 , 2 3 6 , 0 0 0 . 0 0 ) (3 , 2 3 6 , 0 0 0 . 0 0 ) (8 9 7 , 3 2 3 . 5 2 ) (2 9 4 , 4 4 2 . 9 0 ) 27.73 (2,338,676.48) 20 0 ‐40 1 0 ‐50 ‐03 Co n n e c t i o n Ta p & Co n s t r u c t i o n ( 3 0 8 , 0 0 0 . 0 0 ) (3 0 8 , 0 0 0 . 0 0 ) (8 4 , 6 0 0 . 0 0 ) (2 7 , 6 0 0 . 0 0 ) 27.47 (223,400.00) 20 0 ‐51 1 0 ‐10 ‐08 S a l a r i e s & Wa g e s 13 8 , 7 7 8 . 0 0 4, 5 5 4 . 0 0 14 3 , 3 3 2 . 0 0 31 , 8 2 1 . 6 6 10 , 6 5 5 . 8 0 22.20 111,510.34 20 0 ‐51 1 5 ‐10 ‐08 S a l a r i e s ‐ Ov e r t i m e 3, 5 2 8 . 0 0 3, 5 2 8 . 0 0 24 . 1 1 0.68 3,503.89 20 0 ‐51 4 0 ‐10 ‐08 S a l a r i e s ‐ Lo n g e v i t y Pa y 85 0 . 0 0 85 0 . 0 0 93 0 . 0 0 109.41 (80.00) 36 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 20 0 ‐51 4 5 ‐10 ‐08 S o c i a l Se c u r i t y Ex p e n s e 8, 8 8 4 . 0 0 8, 8 8 4 . 0 0 1, 9 3 3 . 4 0 62 7 . 7 7 21.76 6,950.60 20 0 ‐51 5 0 ‐10 ‐08 M e d i c a r e Ex p e n s e 2, 0 7 8 . 0 0 2, 0 7 8 . 0 0 45 2 . 1 6 14 6 . 8 1 21.76 1,625.84 20 0 ‐51 5 5 ‐10 ‐08 S U T A Ex p e n s e 51 3 . 0 0 51 3 . 0 0 513.00 20 0 ‐51 6 0 ‐10 ‐08 H e a l t h / D e n t a l In s u r a n c e 17 , 8 7 5 . 0 0 17 , 8 7 5 . 0 0 4, 2 3 4 . 1 4 1, 4 1 1 . 3 8 23.69 13,640.86 20 0 ‐51 6 5 ‐10 ‐08 D e n t a l In s u r a n c e 1, 3 5 6 . 0 0 1, 3 5 6 . 0 0 31 1 . 3 4 10 3 . 7 8 22.96 1,044.66 20 0 ‐51 7 0 ‐10 ‐08 L i f e In s u r a n c e 27 6 . 0 0 27 6 . 0 0 70 . 9 2 23 . 6 4 25.70 205.08 20 0 ‐51 7 5 ‐10 ‐08 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 28 5 . 0 0 28 5 . 0 0 33 . 0 3 10 . 7 4 11.59 251.97 20 0 ‐51 8 0 ‐10 ‐08 T M R S Ex p e n s e 19 , 2 4 0 . 0 0 19 , 2 4 0 . 0 0 4, 0 9 1 . 4 8 1, 3 3 0 . 4 9 21.27 15,148.52 20 0 ‐51 8 5 ‐10 ‐08 L o n g Te r m / S h o r t Te r m Di s a b i l i t 25 6 . 0 0 25 6 . 0 0 60 . 4 4 20 . 2 4 23.61 195.56 20 0 ‐51 8 6 ‐10 ‐08 W E L L E ‐We l l n e s s Pr o g Re i mb ‐Em p l 1 , 2 0 0 . 0 0 1, 2 0 0 . 0 0 30 0 . 0 0 10 0 . 0 0 25.00 900.00 20 0 ‐52 1 0 ‐10 ‐08 S u p p l i e s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 71 7 . 4 9 70 7 . 4 9 35.88 1,282.51 20 0 ‐52 1 2 ‐10 ‐08 B u i l d i n g Su p p l i e s 1, 2 5 0 . 0 0 1, 2 5 0 . 0 0 27 2 . 2 2 19 6 . 5 1 21.78 977.78 20 0 ‐52 2 0 ‐10 ‐08 O f f i c e Eq u i p m e n t 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 10 1 . 9 8 10 1 . 9 8 10.20 898.02 20 0 ‐52 4 0 ‐10 ‐08 P o s t a g e an d De l i v e r y 43 , 0 0 0 . 0 0 43 , 0 0 0 . 0 0 8, 1 0 3 . 0 9 2, 7 0 8 . 9 3 18.84 34,896.91 20 0 ‐52 8 0 ‐10 ‐08 Pr i n t i n g an d Re p r o d u c t i o n 3, 4 2 0 . 0 0 3, 4 2 0 . 0 0 63 8 . 0 0 18.66 2,782.00 20 0 ‐53 3 0 ‐10 ‐08 C o p i e r Ex p e n s e 2, 3 5 0 . 0 0 2, 3 5 0 . 0 0 19 6 . 1 9 87 . 0 6 8.35 2,153.81 20 0 ‐53 4 0 ‐10 ‐08 B u i l d i n g Re p a i r s 40 0 . 0 0 40 0 . 0 0 15 4 . 0 0 38.50 246.00 20 0 ‐54 0 0 ‐10 ‐08 U n i f o r m Ex p e n s e 20 0 . 0 0 20 0 . 0 0 200.00 20 0 ‐54 1 8 ‐10 ‐08 I T Fe e s 4, 0 0 0 . 0 0 4, 0 0 0 . 0 0 4,000.00 20 0 ‐54 1 9 ‐10 ‐08 I T Li c e n s e s 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 5,000.00 20 0 ‐54 3 0 ‐10 ‐08 L e g a l F ee s 2, 50 0 . 0 0 2, 5 0 0 . 0 0 1, 8 6 2 . 0 0 74.48 638.00 20 0 ‐54 7 0 ‐10 ‐08 T r a s h Co l l e c t i o n 1, 2 8 6 , 7 2 5 . 0 0 1, 2 8 6 , 7 2 5 . 0 0 27 0 , 9 2 9 . 8 6 92 , 2 2 2 . 8 1 21.06 1,015,795.14 20 0 ‐54 7 9 ‐10 ‐08 H o u s e h o l d Ha z . Wa s t e Di s p o s a l 12 , 6 0 0 . 0 0 12 , 6 0 0 . 0 0 1, 1 0 0 . 0 0 1, 1 0 0 . 0 0 8.73 11,500.00 20 0 ‐54 8 0 ‐10 ‐08 C o n t r a c t e d Se r v i c e s 16 , 9 2 5 . 0 0 16 , 9 2 5 . 0 0 1, 9 4 0 . 2 3 65 4 . 7 3 11.46 14,984.77 20 0 ‐55 2 0 ‐10 ‐08 T e l e p h o n e s 72 0 . 0 0 72 0 . 0 0 10 4 . 9 7 69 . 9 8 14.58 615.03 20 0 ‐55 3 0 ‐10 ‐08 T r a v e l 1, 6 0 0 . 0 0 1, 60 0 . 00 1,600.00 20 0 ‐55 3 3 ‐10 ‐08 M i l e a g e Ex p e n s e 30 0 . 0 0 30 0 . 0 0 300.00 20 0 ‐55 3 6 ‐10 ‐08 T r a i n i n g / S e m i n a r s 1, 0 7 5 . 0 0 1, 0 7 5 . 0 0 1,075.00 20 0 ‐51 1 0 ‐10 ‐99 S a l a r i e s & Wa g e s 25 , 1 1 8 . 0 0 (2 5 , 1 1 8 . 0 0 ) 20 0 ‐51 7 6 ‐10 ‐99 T M L ‐Pr o p & Li a b In s u r a n c e 38 , 5 0 0 . 0 0 38 , 5 0 0 . 0 0 36 , 3 4 3 . 8 4 94.40 2,156.16 20 0 ‐59 3 0 ‐10 ‐99 D a m a g e Cl a i m s Ex p e n s e 6, 5 6 3 . 6 8 3, 2 8 1 . 8 4 (3 , 2 8 1 . 8 4 ) (3,281.84) 20 0 ‐61 2 5 ‐10 ‐99 C a p i t a l Ex p e n s e Te c h n o l o g y 11 , 0 2 6 . 0 0 11 , 0 2 6 . 0 0 2, 7 5 6 . 4 9 91 8 . 83 25.00 8,269.51 20 0 ‐61 4 0 ‐10 ‐99 C a p i t a l Ex p e n d i t u r e ‐ Eq u i p m e n 10 , 1 2 6 . 0 0 10 , 1 2 6 . 0 0 2, 5 3 1 . 4 9 84 3 . 8 3 25.00 7,594.51 20 0 ‐61 6 0 ‐10 ‐99 C a p i t a l Ex p e n d i t u r e ‐ Ve h i c l e s 36 , 4 7 1 . 0 0 36 , 4 7 1 . 0 0 9, 1 1 7 . 7 5 3, 0 3 9 . 2 5 25.00 27,353.25 20 0 ‐61 8 6 ‐10 ‐99 2 0 1 3 Bo n d Pa y m e n t 38 9 , 5 0 0 . 0 0 38 9 , 5 0 0 . 0 0 389,500.00 20 0 ‐61 9 2 ‐10 ‐99 2 0 1 1 Re f d Bo n d Pm t 18 5 , 4 1 0 . 0 0 18 5 , 4 1 0 . 0 0 185,410.00 20 0 ‐61 9 3 ‐10 ‐99 2 0 1 2 CO Bo n d Pa y m e n t 48 6 , 2 5 0 . 0 0 (7 5 , 5 6 3 . 0 0 ) 41 0 , 68 7 . 00 410,687.00 20 0 ‐61 9 9 ‐10 ‐99 0 8 CO Bo n d Pa y m e n t 63 , 5 7 5 . 0 0 63 , 5 7 5 . 0 0 63,575.00 20 0 ‐62 0 1 ‐10 ‐99 2 0 1 4 GO Bo n d Pa y m e n t 48 5 , 8 5 0 . 0 0 48 5 , 8 5 0 . 0 0 485,850.00 20 0 ‐62 0 2 ‐10 ‐99 2 0 1 4 CO Bo n d Pa y m e n t 92 3 , 4 5 0 . 0 0 92 3 , 4 5 0 . 0 0 923,450.00 20 0 ‐62 0 3 ‐10 ‐99 2 0 1 5 GO De b t pa y m e n t 16 4 , 3 2 6 . 0 0 16 4 , 3 2 6 . 0 0 164,326.00 37 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 20 0 ‐62 0 5 ‐10 ‐99 2 0 1 6 Bo n d 35 7 , 9 9 2 . 0 0 35 7 , 9 9 2 . 0 0 357,992.00 20 0 ‐70 0 0 ‐10 ‐99 C o n t i n g e n c y 50 , 0 0 0 . 0 0 50 , 0 0 0 . 0 0 3, 8 1 6 . 0 0 30 , 1 1 7 . 5 0 7.63 16,066.50 20 0 ‐71 4 7 ‐10 ‐99 T r a n s f e r to GF 1, 0 7 2 , 8 0 0 . 0 0 1, 0 7 2 , 8 0 0 . 0 0 26 8 , 2 0 0 . 0 0 89 , 4 0 0 . 0 0 25.00 804,600.00 20 0 ‐51 1 0 ‐50 ‐02 S a l a r i e s & Wa g e s 82 8 , 9 9 1 . 0 0 17 , 6 8 8 . 0 0 84 6 , 6 7 9 . 0 0 17 7 , 1 6 4 . 7 6 62 , 3 0 2 . 3 5 20.93 669,514.24 20 0 ‐51 1 5 ‐50 ‐02 S a l a r i e s ‐ Ov e r t i m e 46 , 1 8 3 . 0 0 46 , 1 8 3 . 0 0 8, 1 9 4 . 0 4 1, 91 7 . 38 17.74 37,988.96 20 0 ‐51 2 6 ‐50 ‐02 S a l a r i e s ‐Va c a t i o n Bu y ‐Ou t 2, 1 0 3 . 0 0 2, 1 0 3 . 0 0 1, 0 7 2 . 8 0 51.01 1,030.20 20 0 ‐51 4 0 ‐50 ‐02 S a l a r i e s ‐ Lo n g e v i t y Pa y 3, 5 5 0 . 0 0 3, 5 5 0 . 0 0 3, 4 4 5 . 0 0 97.04 105.00 20 0 ‐51 4 5 ‐50 ‐02 S o c i a l Se c u r i t y Ex p e n s e 54 , 7 4 6 . 0 0 54 , 7 4 6 . 0 0 10 , 9 8 3 . 7 2 3, 7 0 6 . 0 3 20.06 43,762.28 20 0 ‐51 5 0 ‐50 ‐02 M e d i c a r e Ex p e n s e 12 , 8 0 3 . 0 0 12 , 8 0 3 . 0 0 2, 5 7 0 . 3 8 86 8 . 3 5 20.08 10,232.62 20 0 ‐51 5 5 ‐50 ‐02 S U T A Ex p e n s e 2, 9 0 7 . 0 0 2, 9 0 7 . 0 0 11 7 . 82 58 . 59 4.05 2,789.18 20 0 ‐51 6 0 ‐50 ‐02 H e a l t h / D e n t a l In s u r a n c e 12 0 , 6 9 0 . 0 0 12 0 , 6 9 0 . 0 0 24 , 7 7 2 . 2 1 8, 6 9 8 . 2 0 20.53 95,917.79 20 0 ‐51 6 5 ‐50 ‐02 D e n t a l In s u r a n c e 7, 4 3 0 . 0 0 7, 4 3 0 . 0 0 1, 4 3 6 . 0 2 51 0 . 9 4 19.33 5,993.98 20 0 ‐51 7 0 ‐50 ‐02 L i f e In s u r a n c e 1, 4 9 9 . 0 0 1, 4 9 9 . 0 0 37 3 . 1 0 13 1 . 8 7 24.89 1,125.90 20 0 ‐51 7 5 ‐50 ‐02 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 20 , 5 3 0 . 0 0 20 , 5 3 0 . 0 0 10 , 1 6 7 . 2 7 3, 4 0 1 . 2 4 49.52 10,362.73 20 0 ‐51 8 0 ‐50 ‐02 T M R S Ex p e n s e 11 8 , 5 8 6 . 0 0 11 8 , 58 6 . 00 23 , 6 4 2 . 3 6 7, 9 9 9 . 6 5 19.94 94,943.64 20 0 ‐51 8 5 ‐50 ‐02 L o n g Te r m / S h o r t Te r m Di s a b i l i t 1, 4 7 5 . 0 0 1, 4 7 5 . 0 0 33 3 . 0 0 11 7 . 3 6 22.58 1,142.00 20 0 ‐51 8 6 ‐50 ‐02 W E L L E ‐We l l n e s s Pr o g Re i m b ‐Em p l 6 , 3 0 0 . 0 0 6, 3 0 0 . 0 0 1, 2 5 0 . 0 0 45 0 . 0 0 19.84 5,050.00 20 0 ‐51 9 1 ‐50 ‐02 H i r i n g Co s t 30 0 . 0 0 30 0 . 0 0 300.00 20 0 ‐52 1 0 ‐50 ‐02 S u p p l i e s 5, 7 5 0 . 0 0 5, 7 5 0 . 0 0 54 1 . 5 8 53 1 . 5 8 9.42 5,208.42 20 0 ‐52 1 2 ‐50 ‐02 B u i l d i n g Su p p l i e s 1, 5 0 0 . 0 0 1, 50 0 . 00 1, 2 7 0 . 5 1 1, 0 4 4 . 7 1 84.70 229.49 20 0 ‐52 2 0 ‐50 ‐02 O f f i c e Eq u i p m e n t 8, 1 0 0 . 0 0 8, 1 0 0 . 0 0 2, 1 7 4 . 9 9 10 5 . 1 2 26.85 5,925.01 20 0 ‐52 3 0 ‐50 ‐02 D u e s , F e e s , & Su b s c r i p t i o n s 7, 2 0 0 . 0 0 7, 2 0 0 . 0 0 63 7 . 0 7 63 7 . 0 7 8.85 6,562.93 20 0 ‐52 4 0 ‐50 ‐02 P o s t a g e an d De l i v e r y 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 20 . 0 0 5. 5 8 2.00 980.00 20 0 ‐52 5 0 ‐50 ‐02 P u b l i c a t i o n s 50 . 0 0 50 . 0 0 50.00 20 0 ‐52 8 0 ‐50 ‐02 P r i n t i n g an d Re p r o d u c t i o n 13 , 0 0 0 . 0 0 13 , 0 0 0 . 0 0 13,000.00 20 0 ‐53 1 0 ‐50 ‐02 Re n t a l Ex p e n s e 3, 0 0 0 . 0 0 3, 0 0 0 . 0 0 3,000.00 20 0 ‐53 2 0 ‐50 ‐02 R e p a i r s & Ma i n t e n a n c e 3, 6 0 0 . 0 0 3, 6 0 0 . 0 0 90 3 . 7 7 25.11 2,696.23 20 0 ‐53 3 0 ‐50 ‐02 C o p i e r Ex p e n s e 1, 4 0 0 . 0 0 1, 4 0 0 . 0 0 23 9 . 5 4 10 0 . 8 0 17.11 1,160.46 20 0 ‐53 4 0 ‐50 ‐02 B u i l d i n g Re p a i r s 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 32 8 . 0 7 22 7 . 0 7 6.56 4,671.93 20 0 ‐53 5 0 ‐50 ‐02 V e h i c l e Ex p e n s e 18 , 0 0 0 . 0 0 18 , 0 0 0 . 0 0 9, 5 7 6 . 5 7 2, 1 7 4 . 2 6 53.20 8,423.43 20 0 ‐53 5 2 ‐50 ‐02 F u e l 14 , 4 5 0 . 0 0 14 , 45 0 . 00 3, 3 6 1 . 8 8 1, 8 8 2 . 0 0 23.27 11,088.12 20 0 ‐53 5 3 ‐50 ‐02 O i l / G r e a s e / I n s p e c t i o n s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 17 . 2 5 17 . 2 5 1.73 982.75 20 0 ‐54 0 0 ‐50 ‐02 U n i f o r m Ex p e n s e 17 , 3 0 0 . 0 0 17 , 3 0 0 . 0 0 5, 5 0 8 . 7 4 96 1 . 9 9 31.84 11,791.26 20 0 ‐54 1 5 ‐50 ‐02 T u i t i o n Re i m b u r s e m e n t 9, 2 0 0 . 0 0 9, 2 0 0 . 0 0 9,200.00 20 0 ‐54 1 9 ‐50 ‐02 I T Li c e n s e s 18 , 0 0 0 . 0 0 18 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 2, 0 0 0 . 0 0 55.56 6,000.00 20 0 ‐54 3 0 ‐50 ‐02 L e g a l Fe e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 15 2 . 0 0 13 3 . 0 0 15.20 848.00 20 0 ‐54 7 5 ‐50 ‐02 C r e d i t Ca r d Fe e s 32 , 0 0 0 . 0 0 32 , 0 0 0 . 0 0 17 , 3 2 2 . 5 4 5, 3 3 8 . 4 1 54.13 14,677.46 20 0 ‐54 8 0 ‐50 ‐02 C o n t r a c t e d Se r v i c e s 50 , 0 0 0 . 0 0 50 , 0 0 0 . 0 0 29 , 4 5 7 . 2 1 2, 1 2 4 . 0 6 3, 1 3 0 . 0 0 58.91 17,412.79 20 0 ‐55 2 0 ‐50 ‐02 T e l e p h o n e s 7, 5 6 5 . 0 0 7, 5 6 5 . 0 0 1, 4 9 3 . 3 4 1, 0 3 7 . 2 2 19.74 6,071.66 20 0 ‐55 2 1 ‐50 ‐02 C e l l Ph o n e Ex p e n s e 2, 5 5 0 . 0 0 2, 5 5 0 . 0 0 2,550.00 20 0 ‐55 2 4 ‐50 ‐02 G a s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 70 3 . 3 1 70 3 . 3 1 70.33 296.69 38 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 20 0 ‐55 2 5 ‐50 ‐02 E l e c t r i c i t y 18 5 , 2 8 0 . 0 0 18 5 , 2 8 0 . 0 0 37 , 8 9 1 . 5 9 18 , 5 0 8 . 2 6 20.45 147,388.41 20 0 ‐55 2 6 ‐50 ‐02 D a t a Ne t w o r k 4, 3 2 0 . 0 0 4, 3 2 0 . 0 0 87 . 2 0 10 0 . 0 0 2.02 4,232.80 20 0 ‐55 3 0 ‐50 ‐02 T r a v e l 2, 3 0 0 . 0 0 2, 3 0 0 . 0 0 1, 9 4 5 . 3 0 1, 9 4 5 . 3 0 84.58 354.70 20 0 ‐55 3 3 ‐50 ‐02 M i l e a g e Ex p e n s e 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 20 0 ‐55 3 6 ‐50 ‐02 T r a i n i n g / S e m i n a r s 16 , 2 0 0 . 0 0 16 , 2 0 0 . 0 0 4, 2 5 5 . 0 0 4, 2 5 5 . 0 0 26.27 11,945.00 20 0 ‐55 4 0 ‐50 ‐02 Wa t e r T es t i n g 4, 0 0 0 . 0 0 4, 0 0 0 . 0 0 42 3 . 8 9 10.60 3,576.11 20 0 ‐55 4 5 ‐50 ‐02 M e t e r Pu r c h a s e s 44 5 , 9 8 7 . 0 0 44 5 , 9 8 7 . 0 0 49 , 1 6 0 . 4 1 39 , 5 9 0 . 0 1 8, 9 0 0 . 0 0 11.02 387,926.59 20 0 ‐55 5 0 ‐50 ‐02 W a t e r Pu r c h a s e s 2, 7 4 8 , 3 0 5 . 0 0 2, 7 4 8 , 3 0 5 . 0 0 84 9 , 9 9 6 . 6 6 28 3 , 3 3 3 . 0 0 30.93 1,898,308.34 20 0 ‐56 2 0 ‐50 ‐02 T o o l s & Eq u i p m e n t 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 4, 9 0 3 . 4 3 73 0 . 4 9 49.03 5,096.57 20 0 ‐56 3 0 ‐50 ‐02 S a f e t y Eq u i p m e n t 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 2, 0 6 5 . 3 9 20.65 7,934.61 20 0 ‐56 4 0 ‐50 ‐02 Si g n s & Ha r d w a r e 1, 6 1 2 . 0 0 1, 6 1 2 . 0 0 7. 1 4 0.44 1,604.86 20 0 ‐56 5 0 ‐50 ‐02 M a i n t e n a n c e Ma t e r i a l s 15 , 0 0 0 . 0 0 15 , 0 0 0 . 0 0 82 6 . 9 9 34 7 . 5 0 5.51 14,173.01 20 0 ‐56 6 0 ‐50 ‐02 C h e m i c a l Su p p l i e s 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 1, 7 8 6 . 3 9 17.86 8,213.61 20 0 ‐56 7 0 ‐50 ‐02 S y s t e m Im p r o v e m e n t s 78 , 9 5 0 . 0 0 78 , 9 5 0 . 0 0 54 , 0 1 6 . 8 9 16 , 7 7 2 . 9 2 68.42 24,933.11 20 0 ‐61 6 0 ‐50 ‐02 C a p i t a l Ex p e n d i t u r e ‐ Ve h i c l e s 77 , 0 0 0 . 0 0 77 , 0 0 0 . 0 0 77,000.00 20 0 ‐71 4 3 ‐50 ‐02 T r a n s f e r to In t e r n a l Se r v . F d 2, 1 6 0 . 0 0 2, 1 6 0 . 0 0 54 0 . 0 0 18 0 . 0 0 25.00 1,620.00 20 0 ‐71 4 6 ‐50 ‐02 T r a n s f e r to CI P 25 0 , 0 0 0 . 0 0 25 0 , 0 0 0 . 0 0 62 , 4 9 9 . 9 9 20 , 8 3 3 . 3 3 25.00 187,500.01 20 0 ‐51 1 0 ‐50 ‐03 S a l a r i e s & Wa g e s 24 8 , 3 9 0 . 0 0 2, 8 7 6 . 0 0 25 1 , 2 6 6 . 0 0 28 , 9 7 3 . 5 2 9, 8 0 8 . 7 4 11.53 222,292.48 20 0 ‐51 1 5 ‐50 ‐03 S a l a r i e s ‐ Ov e r t i m e 11 , 3 2 9 . 0 0 11 , 3 2 9 . 0 0 3, 9 5 3 . 3 0 1, 2 7 5 . 2 1 34.90 7,375.70 20 0 ‐51 4 0 ‐50 ‐03 S a l a r i e s ‐ Lo n g e v i t y Pa y 1, 2 9 5 . 0 0 1, 2 9 5 . 0 0 98 5 . 0 0 76.06 310.00 20 0 ‐51 4 5 ‐50 ‐03 S oc i a l Se c u r i t y Ex p e n s e 16 , 1 9 9 . 0 0 16 , 1 9 9 . 0 0 1, 9 6 4 . 0 0 63 9 . 5 1 12.12 14,235.00 20 0 ‐51 5 0 ‐50 ‐03 M e d i c a r e Ex p e n s e 3, 7 8 8 . 0 0 3, 7 8 8 . 0 0 45 9 . 3 2 14 9 . 5 6 12.13 3,328.68 20 0 ‐51 5 5 ‐50 ‐03 S U T A Ex p e n s e 1, 1 9 7 . 0 0 1, 1 9 7 . 0 0 1,197.00 20 0 ‐51 6 0 ‐50 ‐03 H e a l t h / D e n t a l In s u r a n c e 43 , 8 2 9 . 0 0 43 , 8 2 9 . 0 0 5, 9 0 6 . 0 7 1, 9 9 3 . 7 8 13.48 37,922.93 20 0 ‐51 6 5 ‐50 ‐03 D e n t a l In s u r a n c e 2, 6 8 5 . 0 0 2, 6 8 5 . 0 0 32 2 . 0 0 10 9 . 0 0 11.99 2,363.00 20 0 ‐51 7 0 ‐50 ‐03 Li f e I ns u r a n c e 47 6 . 0 0 47 6 . 0 0 76 . 0 6 25 . 7 3 15.98 399.94 20 0 ‐51 7 5 ‐50 ‐03 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 5, 2 8 3 . 0 0 5, 2 8 3 . 0 0 1, 5 3 9 . 9 9 51 7 . 3 2 29.15 3,743.01 20 0 ‐51 8 0 ‐50 ‐03 T M R S Ex p e n s e 35 , 1 0 7 . 0 0 35 , 1 0 7 . 0 0 4, 2 2 7 . 9 8 1, 3 8 2 . 1 2 12.04 30,879.02 20 0 ‐51 8 5 ‐50 ‐03 L o n g Te r m / S h o r t Te r m Di s a b i l i t 47 1 . 0 0 47 1 . 0 0 52 . 6 3 17 . 6 0 11.17 418.37 20 0 ‐51 8 6 ‐50 ‐03 W E L L E ‐We l l n e s s Pr o g Re i m b ‐Em p l 2 , 5 5 0 . 0 0 2, 5 5 0 . 0 0 26 7 . 4 8 89 . 1 6 10.49 2,282.52 20 0 ‐51 9 1 ‐50 ‐03 H i r i n g Co s t 30 0 . 0 0 30 0 . 0 0 300.00 20 0 ‐52 1 0 ‐50 ‐03 S u p p l i e s 3, 5 5 0 . 0 0 3, 5 5 0 . 0 0 11 3 . 8 1 11 3 . 8 1 3.21 3,436.19 20 0 ‐52 1 2 ‐50 ‐03 B u i l d i n g Su p p l i e s 60 0 . 0 0 60 0 . 0 0 600.00 20 0 ‐52 2 0 ‐50 ‐03 O f f i c e Eq u i p m e n t 3, 5 0 0 . 0 0 3, 5 0 0 . 0 0 14 4 . 5 0 14 4 . 5 0 4.13 3,355.50 20 0 ‐52 3 0 ‐50 ‐03 D u e s , F e e s , & Su b s c r i p t i o n s 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 15 . 0 0 15 . 0 0 1.00 1,485.00 20 0 ‐52 8 0 ‐50 ‐03 P r i n t i n g an d R ep r o d u c t i o n 19 9 . 95 (199.95) 20 0 ‐53 1 0 ‐50 ‐03 R e n t a l Ex p e n s e 50 0 . 0 0 50 0 . 0 0 1, 3 5 0 . 0 0 1, 3 5 0 . 0 0 270.00 (850.00) 20 0 ‐53 2 0 ‐50 ‐03 R e p a i r s & Ma i n t e n a n c e 3, 4 0 0 . 0 0 3, 4 0 0 . 0 0 3,400.00 20 0 ‐53 3 5 ‐50 ‐03 R a d i o / V i d e o Re p a i r s 50 0 . 0 0 50 0 . 0 0 500.00 20 0 ‐53 4 0 ‐50 ‐03 B u i l d i n g Re p a i r s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 20 0 ‐53 5 0 ‐50 ‐03 V e h i c l e Ex p e n s e 8, 2 0 0 . 0 0 8, 2 0 0 . 0 0 4, 6 3 0 . 6 0 2, 9 7 1 . 5 9 56.47 3,569.40 39 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 20 0 ‐53 5 2 ‐50 ‐03 F u e l 3, 3 0 0 . 0 0 3, 3 0 0 . 0 0 2, 9 7 3 . 4 6 2, 7 1 3 . 1 4 90.11 326.54 20 0 ‐53 5 3 ‐50 ‐03 O i l / G r e a s e / I n s p e c t i o n s 30 0 . 0 0 30 0 . 0 0 300.00 20 0 ‐54 0 0 ‐50 ‐03 U n i f o r m Ex p e n s e 7, 3 0 0 . 0 0 7, 3 0 0 . 0 0 2, 6 8 9 . 7 9 74 9 . 9 7 36.85 4,610.21 20 0 ‐54 1 8 ‐50 ‐03 I T Fe e s 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 10,000.00 20 0 ‐54 1 9 ‐50 ‐03 I T Li c e n s e s 14 , 0 0 0 . 0 0 14 , 0 0 0 . 0 0 12 , 9 8 3 . 0 0 12 , 9 8 3 . 0 0 (7 0 0 . 0 0 ) 92.74 1,717.00 20 0 ‐54 3 0 ‐50 ‐03 Le g a l F ee s 50 0 . 0 0 50 0 . 0 0 500.00 20 0 ‐54 8 0 ‐50 ‐03 C o n t r a c t e d Se r v i c e s 57 , 3 2 0 . 0 0 57 , 3 2 0 . 0 0 12 , 4 1 1 . 0 0 1, 2 0 1 . 0 0 21.65 44,909.00 20 0 ‐55 2 0 ‐50 ‐03 T e l e p h o n e s 2, 1 1 5 . 0 0 2, 1 1 5 . 0 0 24 8 . 0 4 16 5 . 3 6 11.73 1,866.96 20 0 ‐55 2 1 ‐50 ‐03 C e l l Ph o n e Ex p e n s e 1, 7 0 0 . 0 0 1, 7 0 0 . 0 0 1,700.00 20 0 ‐55 2 5 ‐50 ‐03 E l e c t r i c i t y 50 , 0 0 0 . 0 0 50 , 0 0 0 . 0 0 7, 7 8 9 . 2 2 6, 6 2 6 . 2 9 15.58 42,210.78 20 0 ‐55 3 0 ‐50 ‐03 T r a v e l 1, 1 0 0 . 0 0 1, 1 0 0 . 0 0 1,100.00 20 0 ‐55 3 3 ‐50 ‐03 M i l e a g e Ex p e n s e 50 0 . 0 0 50 0 . 00 500.00 20 0 ‐55 3 6 ‐50 ‐03 T r a i n i n g / S e m i n a r s 9, 8 0 0 . 0 0 9, 8 0 0 . 0 0 64 0 . 0 0 64 0 . 0 0 6.53 9,160.00 20 0 ‐55 6 0 ‐50 ‐03 S e w e r Ma n a g e m e n t Fe e s 1, 7 7 0 , 6 6 8 . 0 0 1, 7 7 0 , 6 6 8 . 0 0 53 4 , 3 9 1 . 8 1 14 2 , 3 7 9 . 0 3 30.18 1,236,276.19 20 0 ‐56 2 0 ‐50 ‐03 T o o l s & Eq u i p m e n t 8, 2 0 0 . 0 0 8, 2 0 0 . 0 0 3, 4 0 3 . 7 6 29 6 . 7 3 41.51 4,796.24 20 0 ‐56 3 0 ‐50 ‐03 S a f e t y Eq u i p m e n t 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 72 0 . 0 0 14.40 4,280.00 20 0 ‐56 4 0 ‐50 ‐03 S i g n s & Ha r d w a r e 25 0 . 0 0 25 0 . 0 0 1, 0 3 2 . 0 0 412.80 (782.00) 20 0 ‐56 5 0 ‐50 ‐03 M a i n t e n a n c e Ma t e r i a l s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1, 5 5 2 . 9 7 79 4 . 5 6 155.30 (552.97) 20 0 ‐56 6 0 ‐50 ‐03 C h e m i c a l Su p p l i e s 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 20 0 ‐56 7 0 ‐50 ‐03 S y s t e m Im p r o v e m e n t s 12 , 0 0 0 . 0 0 12 , 0 0 0 . 0 0 17 , 8 4 0 . 1 4 6, 2 1 2 . 2 4 148.67 (5,840.14) 20 0 ‐56 8 0 ‐50 ‐03 L i f t St a t i o n Ex p e n s e 30 , 0 0 0 . 0 0 30 , 0 0 0 . 0 0 8, 4 4 4 . 0 0 7, 0 4 4 . 0 0 28.15 21,556.00 20 0 ‐61 6 0 ‐50 ‐03 C a p i t a l Ex p e n d i t u r e ‐ Ve h i c l e s 61 , 0 0 0 . 0 0 61 , 0 0 0 . 0 0 61,000.00 20 0 ‐71 4 6 ‐50 ‐03 Tr a n s f e r to CI P F un d 15 0 , 0 0 0 . 0 0 15 0 , 0 0 0 . 0 0 37 , 5 0 0 . 0 0 12 , 5 0 0 . 0 0 25.00 112,500.00 30 0 ‐41 0 5 ‐10 ‐00 P r o p e r t y Ta x e s ‐ De l i n q u e n t (7 3 , 8 2 8 . 0 0 ) (7 3 , 8 2 8 . 0 0 ) (2 8 , 0 6 1 . 1 8 ) (1 1 , 7 0 7 . 4 8 ) 38.01 (45,766.82) 30 0 ‐41 1 0 ‐10 ‐00 P r o p e r t y Ta x e s ‐ Cu r r e n t (4 , 0 8 6 , 7 2 1 . 0 0 ) (4 , 0 8 6 , 7 2 1 . 0 0 ) (2 , 4 9 7 , 6 5 0 . 2 5 ) (2 , 2 2 1 , 9 8 8 . 6 4 ) 61.12 (1,589,070.75) 30 0 ‐41 1 5 ‐10 ‐00 T a x e s ‐ Pe n a l t i e s (2 1 , 4 3 9 . 0 0 ) (2 1 , 4 3 9 . 0 0 ) (6 , 4 0 9 . 0 6 ) (2 , 4 0 3 . 1 6 ) 29.89 (15,029.94) 30 0 ‐46 1 0 ‐10 ‐00 I n t e r e s t In c o m e (1 8 , 0 0 0 . 0 0 ) (1 8 , 0 0 0 . 0 0 ) (4 , 1 1 5 . 1 7 ) (1 , 8 5 4 . 4 4 ) 22.86 (13,884.83) 30 0 ‐61 8 6 ‐10 ‐00 2 0 1 3 GO Re f Bo n d 28 6 , 2 0 0 . 0 0 28 6 , 2 0 0 . 0 0 286,200.00 30 0 ‐61 8 9 ‐10 ‐00 2 0 1 2 GO TX Bo n d Pa y m e n t 28 2 , 2 6 3 . 0 0 28 2 , 2 6 3 . 0 0 282,263.00 30 0 ‐61 9 1 ‐10 ‐00 2 0 1 0 Ta x No t e Pa y m e n t 36 8 , 3 7 6 . 0 0 36 8 , 3 7 6 . 0 0 368,376.00 30 0 ‐61 9 2 ‐10 ‐00 2 0 1 1 Re f Bo n d Pm t 11 8 , 5 4 1 . 0 0 11 8 , 5 4 1 . 0 0 118,541.00 30 0 ‐61 9 9 ‐10 ‐00 2 0 0 8 Bo n d Pa y m e n t 57 2 , 1 7 5 . 0 0 57 2 , 1 7 5 . 0 0 572,175.00 30 0 ‐62 0 0 ‐10 ‐00 B o n d Ad m i n i s t r a t i v e F e es 21 , 0 0 0 . 0 0 21 , 0 0 0 . 0 0 1, 6 0 0 . 0 0 7.62 19,400.00 30 0 ‐62 0 1 ‐10 ‐00 2 0 1 4 GO De b t pa y m e n t 37 2 , 7 5 0 . 0 0 37 2 , 7 5 0 . 0 0 372,750.00 30 0 ‐62 0 3 ‐10 ‐00 2 0 1 5 GO De b t Pa y m e n t 65 9 , 3 7 4 . 0 0 65 9 , 3 7 4 . 0 0 659,374.00 30 0 ‐62 0 4 ‐10 ‐00 2 0 1 5 CO De b t Pa y m e n t 37 4 , 8 0 0 . 0 0 37 4 , 8 0 0 . 0 0 374,800.00 30 0 ‐62 0 5 ‐10 ‐00 2 0 1 6 GO De b t Pa y m e n t 59 8 , 8 4 8 . 0 0 59 8 , 8 4 8 . 0 0 598,848.00 30 0 ‐62 0 6 ‐10 ‐00 2 0 1 6 CO De b t Pa y m e n t 52 8 , 4 8 3 . 0 0 52 8 , 4 8 3 . 0 0 528,483.00 40 0 ‐41 0 0 ‐10 ‐00 C ha r g e s fo r Se r v i c e s (2 0 , 0 0 0 . 0 0 ) (2 0 , 0 0 0 . 0 0 ) (6 , 0 3 0 . 0 0 ) (2 , 0 2 5 . 0 0 ) 30.15 (13,970.00) 40 0 ‐46 1 0 ‐10 ‐00 I n t e r e s t Ea r n e d (7 0 0 . 0 0 ) (7 0 0 . 0 0 ) (2 0 7 . 9 7 ) (6 8 . 8 1 ) 29.71 (492.03) 40 0 ‐49 9 5 ‐10 ‐00 T r a n s f e r In (2 , 4 0 0 . 0 0 ) (2 , 4 0 0 . 0 0 ) (6 0 0 . 0 0 ) (2 0 0 . 0 0 ) 25.00 (1,800.00) 40 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 40 0 ‐51 6 0 ‐10 ‐00 M E R P Ex p e n s e ‐ GF 40 , 0 0 0 . 0 0 40 , 0 0 0 . 0 0 5, 4 6 0 . 0 7 1, 8 4 6 . 4 9 13.65 34,539.93 41 0 ‐41 0 0 ‐10 ‐99 C h a r g e s fo r Se r v i c e s (5 0 0 , 7 8 1 . 0 0 ) (5 0 0 , 7 8 1 . 0 0 ) (1 2 5 , 1 9 5 . 2 2 ) (4 1 , 7 3 1 . 7 4 ) 25.00 (375,585.78) 41 0 ‐46 1 0 ‐10 ‐99 I n t e r e s t (3 , 9 2 1 . 7 9 ) (9 0 8 . 7 3 ) 3,921.79 41 0 ‐49 1 0 ‐10 ‐99 O t h e r Re i m b u r s e m e n t s (1 8 , 0 0 0 . 0 0 ) (1 8 , 0 0 0 . 0 0 ) (18,000.00) 41 0 ‐61 2 5 ‐10 ‐02 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 2, 2 5 0 . 0 0 2, 2 5 0 . 0 0 2,250.00 41 0 ‐61 2 5 ‐10 ‐03 Ca p i t a l ‐Eq u i p m e n t (Te c h n o l o g y ) 1, 4 0 0 . 0 0 1, 4 0 0 . 0 0 1,400.00 41 0 ‐61 2 5 ‐10 ‐04 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 1, 4 0 0 . 0 0 1, 4 0 0 . 0 0 1,400.00 41 0 ‐61 2 5 ‐10 ‐05 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 5,000.00 41 0 ‐61 2 5 ‐10 ‐07 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 1, 4 0 0 . 0 0 1, 4 0 0 . 0 0 1,400.00 41 0 ‐61 2 5 ‐20 ‐01 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 3, 9 5 0 . 0 0 3, 9 5 0 . 0 0 3,950.00 41 0 ‐61 6 0 ‐20 ‐01 C a p i t a l ‐Ve h i c l e s 17 8 , 8 5 0 . 0 0 17 8 , 8 5 0 . 0 0 178,850.00 41 0 ‐61 2 5 ‐20 ‐05 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 1, 7 0 0 . 0 0 1, 70 0 . 00 1,700.00 41 0 ‐61 2 5 ‐30 ‐01 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 3, 4 0 0 . 0 0 3, 4 0 0 . 0 0 3,400.00 41 0 ‐61 6 0 ‐30 ‐01 C a p i t a l ‐Ve h i c l e s 73 , 6 9 8 . 0 0 73 , 6 9 8 . 0 0 78 , 1 7 6 . 3 2 25 , 0 7 0 . 8 1 106.08 (4,478.32) 41 0 ‐61 2 5 ‐30 ‐05 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 85 0 . 0 0 85 0 . 0 0 850.00 41 0 ‐61 2 5 ‐40 ‐01 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 3, 1 0 0 . 0 0 3, 1 0 0 . 0 0 3,100.00 41 0 ‐61 2 5 ‐50 ‐02 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 3, 6 5 0 . 0 0 3, 6 5 0 . 0 0 3,650.00 41 0 ‐61 2 5 ‐50 ‐03 C a p i t a l ‐Eq u i p m e n t (T e c h n o l o g y ) 85 0 . 0 0 85 0 . 0 0 850.00 41 0 ‐61 2 5 ‐60 ‐01 C a p i t a l ‐Eq u i p m e n t ( T e c h n o l o g y ) 1, 4 0 0 . 0 0 1, 4 0 0 . 0 0 1,400.00 41 0 ‐61 6 0 ‐60 ‐02 C a p i t a l ‐ve h i c l e s 25 , 7 1 0 . 0 0 25 , 7 1 0 . 0 0 25,710.00 45 0 ‐40 0 1 ‐98 ‐02 S t o r m Dr a i n a g e Ut i l i t y Fe e (3 4 4 , 7 2 5 . 0 0 ) (3 4 4 , 7 2 5 . 0 0 ) (8 2 , 5 9 6 . 3 1 ) (2 8 , 3 4 4 . 6 5 ) 23.96 (262,128.69) 45 0 ‐46 1 0 ‐98 ‐02 I n t e r e s t St o r m Ut i l i t y (9 0 0 . 0 0 ) (9 0 0 . 0 0 ) (2 , 1 5 6 . 0 3 ) (1 , 2 9 5 . 5 8 ) 239.56 1,256.03 45 0 ‐51 1 0 ‐98 ‐02 S a l a r i e s 10 6 , 7 4 3 . 0 0 10 6 , 7 4 3 . 0 0 24 , 6 3 3 . 3 3 8, 5 7 4 . 8 8 23.08 82,109.67 45 0 ‐51 1 5 ‐98 ‐02 Sa l a r i e s ‐Ov e r t i m e 3, 0 0 4 . 0 0 3, 0 0 4 . 0 0 13 9 . 5 0 93 . 0 0 4.64 2,864.50 45 0 ‐51 4 0 ‐98 ‐02 S a l a r i e s ‐Lo n g e v i t y Pa y 60 . 0 0 60 . 0 0 60.00 45 0 ‐51 4 5 ‐98 ‐02 S o c i a l Se c u r i t y Ex p e n s e 6, 6 6 4 . 0 0 6, 6 6 4 . 0 0 1, 4 5 3 . 8 0 51 0 . 0 3 21.82 5,210.20 45 0 ‐51 5 0 ‐98 ‐02 M e d i c a r e Ex p e n s e 1, 5 5 9 . 0 0 1, 5 5 9 . 0 0 34 0 . 0 0 11 9 . 2 8 21.81 1,219.00 45 0 ‐51 5 5 ‐98 ‐02 S U T A Ex p e n s e 34 2 . 0 0 34 2 . 0 0 342.00 45 0 ‐51 6 0 ‐98 ‐02 H e a l t h In s u r a n c e 12 , 2 0 0 . 0 0 12 , 2 0 0 . 0 0 1, 7 1 6 . 1 8 57 2 . 0 6 14.07 10,483.82 45 0 ‐51 6 5 ‐98 ‐02 D e n t a l Ex p e n s e 86 5 . 0 0 86 5 . 0 0 11 9 . 1 6 39 . 7 2 13.78 745.84 45 0 ‐51 7 0 ‐98 ‐02 L i f e In s / A D & D 18 4 . 0 0 18 4 . 0 0 47 . 2 8 15 . 7 6 25.70 136.72 45 0 ‐51 7 5 ‐98 ‐02 L i a b i l i t y (T M L ) Wo r k e r s Co m p 3, 1 1 9 . 0 0 3, 1 1 9 . 0 0 1, 0 0 5 . 2 2 35 1 . 4 2 32.23 2,113.78 45 0 ‐51 8 0 ‐98 ‐02 T M R S Ex p e n s e 14 , 4 3 1 . 0 0 14 , 4 3 1 . 0 0 3, 0 6 4 . 4 0 1, 0 7 2 . 2 2 21.24 11,366.60 45 0 ‐51 8 5 ‐98 ‐02 L o n g Te r n / S h o r t Te r m D is a b i l i t 19 2 . 00 19 2 . 0 0 44 . 7 3 14 . 9 6 23.30 147.27 45 0 ‐51 8 6 ‐98 ‐02 W E L L E ‐We l l n e s s Pr o g Re i m b Em p l 60 0 . 0 0 60 0 . 0 0 600.00 45 0 ‐52 1 0 ‐98 ‐02 O f f i c e Su p p l i e s 40 0 . 0 0 40 0 . 0 0 400.00 45 0 ‐52 3 0 ‐98 ‐02 D u e s , Fe e s , & Su b s c r i p t i o n s 4, 6 0 0 . 0 0 4, 6 0 0 . 0 0 10 0 . 0 0 10 0 . 0 0 2.17 4,500.00 45 0 ‐53 1 0 ‐98 ‐02 R e n t a l Ex p e n s e 2, 5 0 0 . 0 0 2, 5 0 0 . 0 0 2,500.00 45 0 ‐53 2 0 ‐98 ‐02 R e p a i r s & Ma i a n t e n a n c e 80 0 . 0 0 80 0 . 0 0 800.00 45 0 ‐53 4 0 ‐98 ‐02 B ui l d i n g Re p a i r s 50 0 . 0 0 50 0 . 0 0 500.00 45 0 ‐53 5 0 ‐98 ‐02 V e h i c l e Ex p e n s e 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 1,500.00 41 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 45 0 ‐53 5 2 ‐98 ‐02 F u e l 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 2,000.00 45 0 ‐53 5 3 ‐98 ‐02 O i l / G r e a s e / I n s p e c t i o n s 10 0 . 0 0 10 0 . 0 0 100.00 45 0 ‐54 0 0 ‐98 ‐02 U n i f o r m s 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 18 4 . 9 2 12.33 1,315.08 45 0 ‐54 1 0 ‐98 ‐02 P r o f e s s i o n a l Se r v i c e s ‐St o r m Dr 2, 5 0 0 . 0 0 2, 5 0 0 . 0 0 2,500.00 45 0 ‐54 8 0 ‐98 ‐02 C o n t r a c t Se r v i c e s 20 . 0 0 (20.00) 45 0 ‐55 2 0 ‐98 ‐02 T e l e p h o n e s 85 2 . 0 0 85 2 . 0 0 24 0 . 2 1 17 3 . 1 4 28.19 611.79 45 0 ‐55 3 0 ‐98 ‐02 Tr a ve l / L o d g i n g / M e a l s Ex p e n s e 1, 0 5 0 . 0 0 1, 0 5 0 . 0 0 1,050.00 45 0 ‐55 3 6 ‐98 ‐02 T r a i n i n g / S e m i n a r s 2, 1 3 0 . 0 0 2, 1 3 0 . 0 0 6. 6 1 6. 6 1 0.31 2,123.39 45 0 ‐56 2 0 ‐98 ‐02 T o o s l & Eq u i p m e n t 2, 2 0 0 . 0 0 2, 2 0 0 . 0 0 2,200.00 45 0 ‐56 3 0 ‐98 ‐02 S a f e t y Eq u i p m e n t 1, 7 0 0 . 0 0 1, 7 0 0 . 0 0 10 9 . 9 9 6.47 1,590.01 45 0 ‐56 4 0 ‐98 ‐02 S i g n s & Ha r d w a r e 60 0 . 0 0 60 0 . 0 0 600.00 45 0 ‐56 5 0 ‐98 ‐02 M a i n t e n a n c e Ma t e r i a l s 4, 0 0 0 . 0 0 4, 0 0 0 . 0 0 4,000.00 45 0 ‐61 9 3 ‐98 ‐02 2 0 1 2 CO Bo n d P ay m e n t 75 , 56 3 . 0 0 75 , 5 6 3 . 0 0 75,563.00 45 0 ‐62 0 5 ‐98 ‐02 2 0 1 6 De b t Pa y m e n t 92 , 1 4 8 . 0 0 92 , 1 4 8 . 0 0 92,148.00 45 0 ‐71 4 2 ‐98 ‐02 T r a n s f e r to W/ S 75 , 5 6 3 . 0 0 (7 5 , 5 6 3 . 0 0 ) (6 , 2 9 6 . 9 2 ) 45 0 ‐71 4 3 ‐98 ‐02 T r a n s f e r to In t e r n a l Se r v . Fd 24 0 . 0 0 24 0 . 0 0 60 . 0 0 20 . 0 0 25.00 180.00 45 0 ‐71 4 7 ‐98 ‐02 T r a n s f e r to GF 18 , 3 6 6 . 0 0 18 , 3 6 6 . 0 0 4, 5 9 1 . 5 0 1, 5 3 0 . 5 0 25.00 13,774.50 56 0 ‐47 2 1 ‐10 ‐00 P r o s p e r Ch r i s t m a s Do n a t i o n s (1 2 , 0 0 0 . 0 0 ) (12 , 00 0 . 0 0 ) (1 4 , 1 3 6 . 1 6 ) 1, 8 6 0 . 0 0 117.80 2,136.16 56 0 ‐52 0 2 ‐10 ‐00 P r o s p e r Ch r i s t m a s Ex p e n s e 40 , 0 0 0 . 0 0 40 , 0 0 0 . 0 0 28 , 4 3 6 . 1 1 18 , 4 0 5 . 3 8 5, 3 5 0 . 0 0 71.09 6,213.89 57 0 ‐45 3 7 ‐10 ‐00 C o u r t Te c h n o l o g y Re v e n u e (9 , 0 0 0 . 0 0 ) (9 , 0 0 0 . 0 0 ) (2 , 2 8 4 . 6 4 ) (7 6 0 . 8 5 ) 25.39 (6,715.36) 57 0 ‐52 0 3 ‐10 ‐00 C o u r t Te c h n o l o g y Ex p e n s e 18 , 0 0 0 . 0 0 18 , 0 0 0 . 0 0 18,000.00 58 0 ‐45 3 6 ‐10 ‐00 C o u r t Se c u r i t y Re v e n u e (7 , 0 0 0 . 0 0 ) (7 , 0 0 0 . 0 0 ) (1 , 7 1 3 . 4 7 ) (5 7 0 . 6 3 ) 24.48 (5,286.53) 58 0 ‐51 1 0 ‐10 ‐00 Sa l a r i e s & Wa g e s Pa y a b l e 6, 5 1 0 . 0 0 6, 5 1 0 . 0 0 95 1 . 5 2 31 3 . 0 0 14.62 5,558.48 58 0 ‐51 4 5 ‐10 ‐00 S o c i a l Se c u r i t y Ex p e n s e 40 4 . 0 0 40 4 . 0 0 59 . 0 0 19 . 4 1 14.60 345.00 58 0 ‐51 5 0 ‐10 ‐00 M e d i c a r e Ex p e n s e 94 . 0 0 94 . 0 0 13 . 8 0 4. 5 4 14.68 80.20 58 0 ‐51 5 5 ‐10 ‐00 S U T A ex p e n s e 17 1 . 0 0 17 1 . 0 0 18 . 0 8 5. 9 4 10.57 152.92 58 0 ‐51 7 5 ‐10 ‐00 W o r k e r s Co m p 33 . 9 6 11 . 1 7 (33.96) 58 0 ‐52 0 4 ‐10 ‐00 Co u r t Se c ur i t y Ex p e n s e 1, 0 0 0 . 0 0 6, 8 7 2 . 0 0 7, 8 7 2 . 0 0 7, 2 0 2 . 1 1 7, 2 0 2 . 1 1 91.49 669.89 61 0 ‐40 4 5 ‐60 ‐00 P a r k De d i c a t i o n ‐Fe e s (1 0 0 , 0 0 0 . 0 0 ) (1 0 0 , 0 0 0 . 0 0 ) (7 6 , 0 3 9 . 0 0 ) 76.04 (23,961.00) 61 0 ‐46 1 0 ‐60 ‐00 I n t e r e s t In c o m e (7 , 0 0 0 . 0 0 ) (7 , 0 0 0 . 0 0 ) (1 , 9 4 0 . 0 3 ) (7 1 6 . 7 4 ) 27.72 (5,059.97) 62 0 ‐40 5 5 ‐60 ‐00 P a r k Im p r o v e m e n t (1 0 0 , 0 0 0 . 0 0 ) (1 0 0 , 0 0 0 . 0 0 ) (2 9 , 3 2 9 . 7 0 ) 29.33 (70,670.30) 62 0 ‐46 1 0 ‐60 ‐00 I n t e r e s t In c o m e (3 , 8 0 0 . 0 0 ) (3 , 8 0 0 . 0 0 ) (1 , 8 2 7 . 8 2 ) (5 7 0 . 5 1 ) 48.10 (1,972.18) 62 0 ‐54 3 0 ‐60 ‐00 Le g a l Fe e s ‐ TP W D G ra n t 47 5 . 0 0 (475.00) 62 0 ‐66 1 0 ‐60 ‐00 F r o n t i e r No r t h Fi e l d Im p r o v e m e 11 4 , 2 6 0 . 0 0 11 4 , 2 6 0 . 0 0 10 2 , 9 2 4 . 8 6 12 , 9 4 7 . 3 6 11 , 3 3 5 . 2 1 90.08 (0.07) 62 0 ‐66 1 0 ‐60 ‐00 P r e s t o n La k e s Pl a y g r o u n d 90 , 0 0 0 . 0 0 90 , 0 0 0 . 0 0 77 , 5 7 8 . 0 0 12,422.00 63 0 ‐40 1 5 ‐50 ‐00 I m p a c t Fe e s (3 , 2 0 0 , 0 0 0 . 0 0 ) (3 , 2 0 0 , 0 0 0 . 0 0 ) (9 0 6 , 9 0 2 . 0 0 ) (2 8 8 , 4 6 5 . 0 0 ) 28.34 (2,293,098.00) 63 0 ‐46 1 5 ‐50 ‐00 I n t e r e s t (2 9 , 7 0 0 . 0 0 ) (2 9 , 7 0 0 . 0 0 ) (6 , 2 3 7 . 7 9 ) (2 , 3 2 8 . 2 1 ) 21.00 (23,462.21) 63 0 ‐54 1 0 ‐50 ‐00 I m p a c t Fe e S tu d y 13 , 45 7 . 0 0 13 , 4 5 7 . 0 0 13 , 0 8 0 . 3 7 37 6 . 3 2 97.20 0.31 63 0 ‐54 8 9 ‐50 ‐00 D e v e l o p e r Ag r e e m e n t TV G 97 5 , 0 0 0 . 0 0 97 5 , 0 0 0 . 0 0 52 0 , 8 3 7 . 2 0 53.42 454,162.80 63 0 ‐54 8 9 ‐50 ‐00 D e v e l o p e r Ag r m t Pr s p Pr t n r s 19 5 , 0 0 0 . 0 0 19 5 , 0 0 0 . 0 0 195,000.00 63 0 ‐54 8 9 ‐50 ‐00 D e v e l o p e r Ag r e e m e n t Do e Cr k 53 2 , 5 8 6 . 0 0 53 2 , 5 8 6 . 0 0 532,586.00 42 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 63 0 ‐66 1 0 ‐50 ‐00 P r o s p e r Tr a i l ES T 81 8 , 6 6 9 . 0 0 81 8 , 6 6 9 . 0 0 46 7 , 0 6 5 . 0 0 10 , 1 7 4 . 0 0 35 1 , 6 0 4 . 3 3 57.05 (0.33) 63 0 ‐66 1 0 ‐50 ‐00 L o w e r Pr e s s u r e Pl a n e Pu m p St a . 1 , 7 2 6 , 0 0 0 . 0 0 89 4 , 5 6 8 . 0 0 2, 6 2 0 , 5 6 8 . 0 0 97 7 . 2 8 97 7 . 2 8 89 3 , 5 9 0 . 5 5 0.04 1,726,000.17 63 0 ‐66 1 0 ‐50 ‐00 C o u n t y Li n e El e v a t e d St o r a g e 33 7 , 5 0 0 . 0 0 33 7 , 5 0 0 . 0 0 337,500.00 63 0 ‐66 1 0 ‐50 ‐00 2 4 " WL Co n n . Cn t y Li n e ES T / D N T 7 0 , 7 7 5 . 0 0 70 , 7 7 5 . 0 0 70,775.00 63 0 ‐71 4 4 ‐50 ‐00 T r a n s f e r to Ca p i t a l Pr o j Fu n d 11 , 3 3 4 . 9 8 (11,334.98) 64 0 ‐40 2 0 ‐50 ‐00 I m p a c t Fe e s (6 0 0 , 0 0 0 . 0 0 ) (6 0 0 , 0 0 0 . 0 0 ) (1 5 8 , 9 5 6 . 5 0 ) (3 8 , 6 5 4 . 5 0 ) 26.49 (441,043.50) 64 0 ‐46 2 0 ‐50 ‐00 I n t e r e s t (7 , 8 0 0 . 0 0 ) (7 , 8 0 0 . 0 0 ) (2 , 1 9 5 . 0 8 ) (8 6 7 . 9 6 ) 28.14 (5,604.92) 64 0 ‐54 1 0 ‐50 ‐00 I m p a c t Fe e St u d y 22 , 5 4 1 . 0 0 22 , 5 4 1 . 0 0 21 , 9 0 3 . 4 5 63 7 . 5 8 97.17 (0.03) 64 0 ‐54 1 0 ‐50 ‐00 L a C i m a Im p c t Fe e Re i m b u r s e 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 5,000.00 64 0 ‐54 8 9 ‐50 ‐00 D ev e l o p e r Ag r m t TV G 17 0 , 7 5 0 . 0 0 17 0 , 7 5 0 . 0 0 81 , 3 5 1 . 4 8 47.64 89,398.52 64 0 ‐54 8 9 ‐50 ‐00 D e v e l o p e r Ag r m t Pr o p s e r Pr t n r s 3 4 , 1 5 0 . 0 0 34 , 1 5 0 . 0 0 34,150.00 64 0 ‐54 8 9 ‐50 ‐00 D e v e l o p e r Ag r m t Fr o n t i e r Es t . 71 , 3 0 0 . 0 0 71 , 3 0 0 . 0 0 71,300.00 64 0 ‐66 1 0 ‐50 ‐00 P u b l i c Wo r k s In t e r c e p t o r 25 , 1 2 4 . 0 0 25 , 1 2 4 . 0 0 25 , 1 2 4 . 2 4 (0.24) 64 0 ‐66 1 0 ‐50 ‐00 L a C i m a #2 In t e r c e p t o r 46 5 , 0 0 0 . 0 0 46 5 , 0 0 0 . 0 0 465,000.00 66 0 ‐40 4 0 ‐50 ‐00 E a s t Th o r o u g h f a r e Im p a c t Fe e s ( 4 , 0 0 0 , 0 0 0 . 0 0 ) (4, 00 0 , 0 0 0 . 0 0 ) (1 , 2 1 1 , 8 9 8 . 0 9 ) (3 9 8 , 9 2 7 . 2 2 ) 30.30 (2,788,101.91) 66 0 ‐46 1 0 ‐50 ‐00 I n t e r e s t (3 2 , 5 6 0 . 0 0 ) (3 2 , 5 6 0 . 0 0 ) (8 , 8 5 1 . 0 1 ) (3 , 4 4 6 . 8 5 ) 27.18 (23,708.99) 66 0 ‐54 1 0 ‐50 ‐00 I m p a c t Fe e St u d y 3, 4 6 1 . 0 0 3, 4 6 1 . 0 0 3, 3 5 6 . 6 0 10 4 . 0 1 96.98 0.39 66 0 ‐54 8 9 ‐50 ‐00 D e v e l o p e r Ag r m n t La k e s / L a C i m a 3 0 0 , 0 0 0 . 0 0 30 0 , 0 0 0 . 0 0 300,000.00 66 0 ‐66 1 0 ‐50 ‐00 F r o n t i e r Pk w y BN S F Ov e r p a s s 2 , 3 4 0 , 0 0 0 . 0 0 2, 3 4 0 , 0 0 0 . 0 0 2,340,000.00 66 0 ‐66 1 0 ‐50 ‐00 P r o s p e r Tr a i l (K r o g e r to Co i t ) 3, 0 0 0 , 0 0 0 . 0 0 3, 0 0 0 , 0 0 0 . 0 0 3,000,000.00 66 0 ‐66 1 0 ‐50 ‐00 C u s t e r Tu r n La n e @P r o s p e r Tr 10 0 , 0 0 0 . 0 0 10 0 , 0 0 0 . 0 0 100,000.00 66 0 ‐66 1 0 ‐50 ‐00 P r o s p e r Tr a i l (C o i t ‐ Cu s t e r ) 54 0 , 0 0 0 . 0 0 54 0 , 0 0 0 . 0 0 540,000.00 66 0 ‐66 1 0 ‐50 ‐00 C o i t Ro a d (F i r s t ‐ Fr o n t i e r ) 77 0 , 0 0 0 . 0 0 77 0 , 0 0 0 . 0 0 770,000.00 66 0 ‐71 4 4 ‐50 ‐00 T r a n s f e r to Ca p i t a l Pr o j Fu n d 30 , 7 7 9 . 0 0 (30,779.00) 67 0 ‐45 3 0 ‐10 ‐00 P o l i c e Do n a t i o n In c (1 2 , 0 0 0 . 0 0 ) (1 2 , 0 0 0 . 0 0 ) (4 , 4 2 1 . 0 0 ) (2 , 1 6 9 . 0 0 ) 36.84 (7,579.00) 67 0 ‐45 3 1 ‐10 ‐00 F ir e Do n a t i o n s (8 , 4 0 0 . 0 0 ) (8 , 4 0 0 . 0 0 ) (3 , 4 8 1 . 0 0 ) (1 , 2 0 8 . 0 0 ) 41.44 (4,919.00) 67 0 ‐45 3 5 ‐10 ‐00 C h i l d Sa f e t y In c (8 , 0 0 0 . 0 0 ) (8 , 0 0 0 . 0 0 ) (3 7 0 . 2 9 ) 4.63 (7,629.71) 67 0 ‐46 1 0 ‐10 ‐00 I n t e r e s t In c o m e (8 , 0 0 0 . 0 0 ) (8 , 0 0 0 . 0 0 ) (8,000.00) 67 0 ‐52 0 5 ‐10 ‐00 P o l i c e Do n a t i o n Ex p 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 3, 7 5 0 . 0 0 3, 7 5 0 . 0 0 37.50 6,250.00 67 0 ‐52 0 8 ‐10 ‐00 C h i l d Sa f e t y Ex p e n s e 10 , 0 0 0 . 0 0 10 , 0 0 0 . 0 0 10,000.00 67 0 ‐52 1 2 ‐10 ‐00 T r e e Mi t i g a t i o n Ex p e n s e 14 , 0 0 0 . 0 0 14 , 00 0 . 00 14,000.00 67 0 ‐52 9 2 ‐10 ‐00 P D Se i z u r e Ex p e n s e 5, 0 0 0 . 0 0 5, 0 0 0 . 0 0 91 . 9 5 1.84 4,908.05 68 0 ‐40 4 1 ‐50 ‐00 W Th o r o u g h f a r e Im p a c t Fe e s ( 1 , 2 0 0 , 0 0 0 . 0 0 ) (1 , 2 0 0 , 0 0 0 . 0 0 ) (3 2 3 , 5 6 5 . 5 0 ) (1 0 3 , 0 5 1 . 5 0 ) 26.96 (876,434.50) 68 0 ‐46 1 0 ‐50 ‐00 I n t e r e s t (1 2 , 8 7 0 . 0 0 ) (1 2 , 8 7 0 . 0 0 ) (1 0 6 . 2 3 ) (7 1 . 7 6 ) 0.83 (12,763.77) 68 0 ‐54 1 0 ‐50 ‐00 I m p a c t Fe e St u d y 3, 4 6 1 . 0 0 3, 4 6 1 . 0 0 3, 3 5 6 . 6 0 10 4 . 0 1 96.98 0.39 68 0 ‐54 8 9 ‐50 ‐00 D e v e l o p e r Ag r m n t TV G 50 0 , 0 0 0 . 0 0 50 0 , 00 0 . 00 500,000.00 68 0 ‐54 8 9 ‐50 ‐00 D e v e l o p m e n t Ag r m n t Pa r k s / L e g a c 1 0 0 , 0 0 0 . 0 0 10 0 , 0 0 0 . 0 0 11 5 , 5 3 7 . 0 0 11 5 , 5 3 7 . 0 0 115.54 (15,537.00) 68 0 ‐61 1 0 ‐50 ‐00 F i r s t St r e e t (D N T to Co l e m a n ) 98 , 2 0 0 . 0 0 98 , 2 0 0 . 0 0 98 , 2 0 0 . 0 0 98 , 2 0 0 . 0 0 100.00 68 0 ‐66 1 0 ‐50 ‐00 C o o k La n e (F i r s t ‐ En d ) 20 0 , 0 0 0 . 0 0 20 0 , 0 0 0 . 0 0 200,000.00 68 0 ‐71 4 4 ‐50 ‐00 T r a n s f e r to Ca p i t a l Pr o j Fu n d 48 , 0 9 4 . 0 0 (48,094.00) 75 0 ‐46 1 1 ‐10 ‐00 I n t e r e s t ‐20 0 4 Bo n d (2 , 0 0 0 . 0 0 ) (2 , 0 0 0 . 0 0 ) (5 0 6 . 3 1 ) (17 0 . 71 ) 25.32 (1,493.69) 43 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 75 0 ‐46 1 2 ‐10 ‐00 I n t e r e s t ‐20 0 6 Bo n d (6 0 0 . 0 0 ) (6 0 0 . 0 0 ) (8 7 5 . 7 6 ) (3 0 5 . 1 7 ) 145.96 275.76 75 0 ‐46 1 3 ‐10 ‐00 I n t e r e s t 20 0 8 Bo n d (7 , 5 0 0 . 0 0 ) (7 , 5 0 0 . 0 0 ) (1 4 8 . 2 5 ) (5 1 . 0 2 ) 1.98 (7,351.75) 75 0 ‐46 1 6 ‐10 ‐00 I n t e r e s t 20 1 2 GO Bo n d (1 2 , 0 0 0 . 0 0 ) (1 2 , 0 0 0 . 0 0 ) (2 3 7 . 7 8 ) (6 8 . 0 0 ) 1.98 (11,762.22) 75 0 ‐49 9 5 ‐10 ‐00 T r a n s f e r In (1 , 6 6 5 , 0 0 0 . 0 0 ) (9 7 5 , 0 0 0 . 0 0 ) (2 , 6 4 0 , 0 0 0 . 0 0 ) (3 , 9 8 3 , 5 6 8 . 5 5 ) (2 2 0 , 0 0 0 . 0 0 ) 150.89 1,343,568.55 75 0 ‐49 9 9 ‐10 ‐00 B on d Pr o c e e d s (1 2 , 7 9 2 , 4 9 6 . 0 0 ) (1 2 , 7 9 2 , 4 9 6 . 0 0 ) (12,792,496.00) 75 0 ‐54 1 9 ‐10 ‐00 W i n d s o n g Ra n c h Fi r e St a t i o n 20 , 6 4 4 . 0 0 20 , 6 4 4 . 0 0 3, 4 0 8 . 5 5 17 , 2 3 5 . 7 8 16.51 (0.33) 75 0 ‐54 1 9 ‐10 ‐00 C o l e m a n ‐Pr s p r Tr l to Pr s p r HS 22 , 6 6 2 . 0 0 22 , 6 6 2 . 0 0 22 , 6 6 2 . 5 0 (0.50) 75 0 ‐54 1 9 ‐10 ‐00 S H 2 8 9 Me d i a n Li g h t i n g 6, 5 9 0 . 0 0 6, 5 9 0 . 0 0 6, 5 9 0 . 4 0 (0.40) 75 0 ‐54 1 9 ‐10 ‐00 S e v e n t h St r e e t (C o l e m a n ‐PI S D ) 20 0 . 0 0 20 0 . 0 0 20 0 . 0 0 75 0 ‐54 1 9 ‐10 ‐00 Pr o s p e r Tr a il (K r o g e r to Co i t ) 84 , 6 1 0 . 0 0 84 , 6 1 0 . 0 0 19 , 8 4 4 . 5 0 64 , 7 6 5 . 0 0 23.45 0.50 75 0 ‐54 1 9 ‐10 ‐00 F i r s t St r e e t (D N T to Co l e m a n ) 17 4 , 4 1 2 . 0 0 17 4 , 4 1 2 . 0 0 6, 7 6 0 . 0 0 16 7 , 6 5 1 . 4 9 3.88 0.51 75 0 ‐54 1 9 ‐10 ‐00 T o w n Ha l l In f r a s t r u c t u r e Im p r v 43 , 0 9 2 . 0 0 43 , 0 9 2 . 0 0 3, 9 9 8 . 2 2 1, 9 8 5 . 2 2 39 , 0 9 3 . 8 8 9.28 (0.10) 75 0 ‐61 6 0 ‐10 ‐00 F i r e En g i n e 77 , 0 0 2 . 0 0 77 , 0 0 2 . 0 0 78 , 2 9 3 . 5 2 25 , 0 7 0 . 8 0 3, 1 5 9 . 1 1 101.68 (4,450.63) 75 0 ‐66 1 0 ‐10 ‐00 Pr o s p e r Ro a d Im p r o v e m e n t s 81 , 8 1 6 . 0 0 81 , 8 1 6 . 0 0 81,816.00 75 0 ‐66 1 0 ‐10 ‐00 W i n d s o n g Ra n c h Fi r e St a t i o n 16 6 , 5 8 1 . 0 0 16 6 , 5 8 1 . 0 0 12 7 , 6 1 3 . 3 0 36 , 7 3 6 . 8 0 82 , 5 0 5 . 0 6 76.61 (43,537.36) 75 0 ‐66 1 0 ‐10 ‐00 T o w n Ha l l ‐Mu l t i p u r p o s e Fa c i l . 1 , 4 5 0 , 0 0 0 . 0 0 24 5 , 3 1 3 . 0 0 1, 6 9 5 , 3 1 3 . 0 0 19 6 , 1 0 0 . 2 6 15 3 , 9 4 1 . 1 0 (7 2 , 5 8 0 . 5 9 ) 11.57 1,571,793.33 75 0 ‐66 1 0 ‐10 ‐00 C o l e m a n ‐Pr s p r Tr l to Pr s p r HS 23 , 5 0 0 . 0 0 23 , 5 0 0 . 0 0 14 , 9 7 7 . 0 0 14 , 9 7 7 . 0 0 8, 5 2 2 . 9 9 63.73 0.01 75 0 ‐66 1 0 ‐10 ‐00 D o w n t o w n E nh a nc e m e n t s 1, 8 5 0 , 0 0 0 . 0 0 96 , 3 0 0 . 0 0 1, 9 4 6 , 3 0 0 . 0 0 26 , 1 0 0 . 0 0 26 , 1 0 0 . 0 0 70 , 2 0 0 . 0 0 1.34 1,850,000.00 75 0 ‐66 1 0 ‐10 ‐00 W e s t Pr o s p e r Rd Im p r o v e m e n t s 6, 6 9 1 , 7 8 6 . 0 0 6, 6 9 1 , 7 8 6 . 0 0 26 0 , 0 0 1 . 1 0 58 , 8 5 2 . 1 3 6, 4 3 1 , 7 8 4 . 6 1 3.89 0.29 75 0 ‐66 1 0 ‐10 ‐00 P r o s p e r Tr a i l (K r o g e r to Co i t ) 97 5 , 0 0 0 . 0 0 97 5 , 0 0 0 . 0 0 975,000.00 75 0 ‐66 1 0 ‐10 ‐00 O l d To w n St r e e t s 1, 0 0 0 , 0 0 0 . 0 0 1, 0 0 0 , 0 0 0 . 0 0 1,000,000.00 75 0 ‐66 1 0 ‐10 ‐00 T o w n Ha l l In f r a s t r u c t u r e Im p r v 1 , 2 7 5 , 0 0 0 . 0 0 40 0 . 0 0 1, 2 7 5 , 4 0 0 . 0 0 1, 2 7 5 , 4 0 0 . 0 0 75 0 ‐66 1 0 ‐10 ‐00 T ow n Ha l l Co n s t r u c t i o n 10 , 0 0 0 , 0 0 0 . 0 0 1, 1 7 6 , 6 9 1 . 0 0 11 , 1 7 6 , 6 9 1 . 0 0 19 , 5 9 7 , 6 9 1 . 0 0 (8,421,000.00) 75 0 ‐66 1 0 ‐10 ‐00 F r o n t i e r Pa r k No r t h 9, 5 2 6 , 2 2 5 . 0 0 46 , 0 0 0 . 0 0 9, 5 7 2 , 2 2 5 . 0 0 6, 3 7 0 . 0 0 6, 3 7 0 . 0 0 3, 3 3 2 , 1 8 0 . 0 0 0.07 6,233,675.00 75 0 ‐66 1 0 ‐10 ‐00 F i s h t r a p Rd ‐Ar t e s i a to Cu s t e r 1, 2 6 2 , 2 7 7 . 0 0 1, 2 6 2 , 2 7 7 . 0 0 58 5 , 6 6 6 . 5 5 58 5 , 6 6 6 . 5 5 (2 6 , 0 6 1 . 3 2 ) 46.40 702,671.77 75 0 ‐66 1 0 ‐10 ‐00 F i r s t St ‐To w n l a k e to Cu s t e r 67 0 , 0 0 0 . 0 0 (6 7 0 , 0 0 0 . 0 0 ) 75 0 ‐66 1 0 ‐10 ‐00 C h u r c h St ‐Fi r s t to P IS D 59 5 , 06 0 . 0 0 59 5 , 0 6 0 . 0 0 55 9 , 6 6 0 . 0 0 29 1 , 9 4 5 . 0 0 35 , 4 0 0 . 0 0 94.05 75 0 ‐66 1 0 ‐10 ‐00 M a i n St r e e t (F i r s t ‐Br o a d w a y ) 62 5 , 0 0 0 . 0 0 62 5 , 0 0 0 . 0 0 59 8 , 3 4 2 . 2 0 26,657.80 75 0 ‐66 1 0 ‐10 ‐00 E i g h t h St r e e t (C h u r c h ‐PI S D ) 26 0 , 0 0 0 . 0 0 26 0 , 0 0 0 . 0 0 260,000.00 75 0 ‐66 1 0 ‐10 ‐00 F i e l d St r e e t (F i r s t ‐Br o a d w a y ) 25 0 , 0 0 0 . 0 0 25 0 , 0 0 0 . 0 0 250,000.00 75 0 ‐66 1 0 ‐10 ‐00 P a r v i n Ro a d (G o o d Ho p e ‐FM 1 3 8 5 ) 2 7 0 , 0 0 0 . 0 0 27 0 , 0 0 0 . 0 0 270,000.00 75 0 ‐66 1 0 ‐10 ‐00 P a s e w a r k (P r e s t o n ‐Hi c ko r y ) 40 0 , 00 0 . 0 0 40 0 , 0 0 0 . 0 0 400,000.00 75 0 ‐66 1 0 ‐10 ‐00 B r o a d w a y (P a r v i n ‐Ei g h t h ) 51 5 , 0 0 0 . 0 0 51 5 , 0 0 0 . 0 0 515,000.00 75 0 ‐66 1 0 ‐10 ‐00 S i x t h St r e e t (C o l e m a n ‐Ch u r c h ) 43 0 , 0 0 0 . 0 0 43 0 , 0 0 0 . 0 0 430,000.00 75 0 ‐66 1 0 ‐10 ‐00 T h i r d St r e e t (C h u r c h ‐La n e ) 32 0 , 0 0 0 . 0 0 32 0 , 0 0 0 . 0 0 320,000.00 76 0 ‐46 1 0 ‐10 ‐00 I n t e r e s t In c o m e (3 7 , 2 0 0 . 0 0 ) (3 7 , 2 0 0 . 0 0 ) (5 , 1 4 9 . 4 0 ) (1 , 6 9 3 . 0 8 ) 13.84 (32,050.60) 76 0 ‐49 9 6 ‐10 ‐00 T r a n s f e r s In (9 0 , 9 7 4 . 9 8 ) 90,974.98 76 0 ‐49 9 9 ‐10 ‐00 B o n d Pr o c e e d s (1 1 , 1 3 8 , 4 5 0 . 0 0 ) (11 , 13 8 , 4 5 0 . 0 0 ) (11,138,450.00) 76 0 ‐54 1 9 ‐10 ‐00 P r o s p e r Tr a i l ES T 34 , 9 3 0 . 0 0 34 , 9 3 0 . 0 0 21 , 5 1 9 . 5 9 13 , 4 1 0 . 5 7 61.61 (0.16) 76 0 ‐54 1 9 ‐10 ‐00 L o w e r Pr e s s u r e Pl n 42 " Tr n s Ln 46 , 6 8 4 . 0 0 46 , 6 8 4 . 0 0 7, 2 1 8 . 0 9 7, 2 1 8 . 0 9 39 , 4 6 5 . 9 3 15.46 (0.02) 76 0 ‐66 1 0 ‐10 ‐00 L o w e r Pr e s s u r e Pl n 42 " Tr n s Ln 2 2 , 9 6 0 , 9 1 9 . 0 0 22 , 9 6 0 , 9 1 9 . 0 0 22,960,919.00 44 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 76 0 ‐66 1 0 ‐10 ‐00 B N S F Ra i l r o a d PR V ' s 6, 7 1 2 . 0 0 6, 7 1 2 . 0 0 3, 0 9 0 . 0 0 3, 6 2 2 . 2 5 46.04 (0.25) 76 0 ‐66 1 0 ‐10 ‐00 O l d To w n Dr a i n a g e 50 0 , 0 0 0 . 0 0 31 , 4 8 0 . 0 0 53 1 , 4 8 0 . 0 0 31 , 4 8 0 . 0 0 500,000.00 76 0 ‐66 1 0 ‐10 ‐00 C o l e m a n Rd Dr a i n a g e 28 2 , 5 0 0 . 0 0 3, 3 5 0 . 0 0 28 5 , 8 5 0 . 0 0 3, 3 5 0 . 0 0 282,500.00 76 0 ‐66 1 0 ‐10 ‐00 O l d To w n Dr a i n a g e La n d Ac q 75 0 , 0 0 0 . 0 0 58 0 . 0 0 75 0 , 5 8 0 . 0 0 58 0 . 0 0 750,000.00 76 0 ‐66 1 0 ‐10 ‐00 Ol d To w n Dr a i na g e Tr u n k Ma i n 6 0 0 , 0 0 0 . 0 0 60 0 , 0 0 0 . 0 0 60 0 , 0 0 0 . 0 0 76 0 ‐66 1 0 ‐10 ‐00 A m b e r w o o d Fa r m s 32 , 0 0 0 . 0 0 32 , 0 0 0 . 0 0 32,000.00 76 0 ‐66 1 0 ‐10 ‐00 O l d To w n DR n g ‐Fi r s t & Ma i n 80 0 , 0 0 0 . 0 0 80 0 , 0 0 0 . 0 0 800,000.00 76 0 ‐66 1 0 ‐10 ‐00 O l d To w n Re g i o n a l Re t e n t i o n 75 0 , 0 0 0 . 0 0 75 0 , 0 0 0 . 0 0 750,000.00 77 0 ‐46 1 0 ‐10 ‐00 I n t e r e s t In c o m e (3 , 1 7 3 . 3 8 ) (8 8 6 . 7 7 ) 3,173.38 77 0 ‐71 4 4 ‐10 ‐00 T r a n s f e r to Ca p i t a l Pr o j e c t s 1, 3 0 3 , 9 2 4 . 4 9 (1,303,924.49) 77 1 ‐46 1 0 ‐10 ‐0 0 I n t e r e s t In c o m e (1 6 , 9 9 9 . 0 4 ) (5 , 3 6 0 . 3 4 ) 16,999.04 77 1 ‐61 2 0 ‐10 ‐00 N o n ‐Bo n d Ca p i t a l Ex p e n d i t u r e s (7 , 1 7 4 . 2 3 ) (7 , 1 7 4 . 2 3 ) 7,174.23 77 1 ‐71 4 4 ‐10 ‐00 T r a n s f e r to Ca p i t a l Pr o j e c t s 22 0 , 9 5 2 . 9 9 (220,952.99) 78 0 ‐46 1 0 ‐10 ‐00 I n t e r e s t In c o m e (1 , 9 3 3 . 2 8 ) (5 3 2 . 9 4 ) 1,933.28 78 0 ‐71 4 4 ‐10 ‐00 T r a n s f e r to Ca p i t a l Pr o j e c t s 70 0 , 2 1 3 . 8 4 (700,213.84) 78 1 ‐46 1 0 ‐10 ‐00 I n t e r e s t In c o m e (5 , 0 2 6 . 4 5 ) (1 , 4 4 5 . 1 8 ) 5,026.45 78 1 ‐61 2 0 ‐10 ‐00 N o n ‐Bo n d Ca p it a l E xp e n d i t u r e s (2 1 , 9 9 9 . 9 5 ) (2 1 , 9 9 9 . 9 5 ) 21,999.95 78 1 ‐71 4 4 ‐10 ‐00 T r a n s f e r to Ca p i t a l Pr o j e c t s 1, 0 9 9 , 2 4 4 . 2 3 (1,099,244.23) 80 0 ‐41 2 0 ‐65 ‐00 S a l e s Ta x e s (1 , 4 0 0 , 0 0 0 . 0 0 ) (1 , 4 0 0 , 0 0 0 . 0 0 ) (4 0 1 , 5 6 0 . 1 9 ) (1 1 8 , 9 3 0 . 2 9 ) 28.68 (998,439.81) 80 0 ‐46 1 0 ‐65 ‐00 I n t e r e s t In c o m e (2 1 , 0 0 0 . 0 0 ) (2 1 , 0 0 0 . 0 0 ) (6 , 4 7 9 . 1 5 ) (2 , 2 4 2 . 9 6 ) 30.85 (14,520.85) 80 0 ‐51 1 0 ‐65 ‐00 S a l a r i e s & Wa g e s 24 0 , 0 0 0 . 0 0 (1 0 , 0 0 0 . 0 0 ) 23 0 , 0 0 0 . 0 0 7, 7 7 6 . 0 0 2, 8 8 0 . 0 0 3.38 222,224.00 80 0 ‐51 1 5 ‐65 ‐00 S a l a r i e s ‐ Ov e r t i m e 50 0 . 0 0 50 0 . 0 0 500.00 80 0 ‐51 4 0 ‐65 ‐00 S a l a r i e s ‐ Lo n g e v i t y Pa y 64 5 . 0 0 64 5 . 0 0 645.00 80 0 ‐51 4 2 ‐65 ‐00 C a r Al l o w a n c e 6, 0 0 0 . 0 0 6, 0 0 0 . 0 0 6,000.00 80 0 ‐51 4 3 ‐65 ‐00 C e l l Ph o n e Al l o w a n c e 3, 3 0 0 . 0 0 3, 3 0 0 . 0 0 3,300.00 80 0 ‐51 4 5 ‐65 ‐00 S o c i a l Se c u r i t y Ex p e n s e 15 , 5 0 0 . 0 0 15 , 5 0 0 . 0 0 43 7 . 3 2 16 3 . 6 3 2.82 15,062.68 80 0 ‐51 5 0 ‐65 ‐00 M e d i c a r e Ex p e n s e 3, 6 0 0 . 0 0 3, 6 0 0 . 0 0 10 2 . 2 8 38 . 2 7 2.84 3,497.72 80 0 ‐51 5 5 ‐65 ‐00 S U T A Ex p e n s e 65 0 . 0 0 65 0 . 00 88 . 85 13.67 561.15 80 0 ‐51 6 0 ‐65 ‐00 H e a l t h / D e n t a l In s u r a n c e 20 , 0 0 0 . 0 0 20 , 0 0 0 . 0 0 1, 2 3 8 . 4 0 41 2 . 8 0 6.19 18,761.60 80 0 ‐51 6 5 ‐65 ‐00 D e n t a l In s u r a n c e 1, 3 0 0 . 0 0 1, 3 0 0 . 0 0 97 . 3 8 32 . 4 6 7.49 1,202.62 80 0 ‐51 7 0 ‐65 ‐00 L i f e In s u r a n c e 50 0 . 0 0 50 0 . 0 0 23 . 6 4 7. 8 8 4.73 476.36 80 0 ‐51 7 5 ‐65 ‐00 L i a b i l i t y (T M L ) / W o r k e r s ' Co m p 55 0 . 0 0 55 0 . 0 0 7. 7 8 2. 8 8 1.42 542.22 80 0 ‐51 8 0 ‐65 ‐00 T M R S Ex p e n s e 31 , 0 0 0 . 0 0 31 , 0 0 0 . 0 0 96 1 . 90 35 6 . 26 3.10 30,038.10 80 0 ‐51 8 5 ‐65 ‐00 L o n g Te r m / S h o r t Te r m Di s a b i l i t 50 0 . 0 0 50 0 . 0 0 14 . 7 9 5. 4 8 2.96 485.21 80 0 ‐51 8 6 ‐65 ‐00 W E L L E ‐We l l n e s s Pr o g Re i m b ‐Em p l 1 , 8 0 0 . 0 0 1, 8 0 0 . 0 0 1,800.00 80 0 ‐51 8 9 ‐65 ‐00 A d m i n i s t r a t i v e Fe e s 15 , 0 0 0 . 0 0 15 , 0 0 0 . 0 0 3, 7 5 0 . 0 0 1, 2 5 0 . 0 0 25.00 11,250.00 80 0 ‐52 1 0 ‐65 ‐00 S u p p l i e s 2, 5 0 0 . 0 0 2, 5 0 0 . 0 0 86 . 5 3 86 . 5 3 3.46 2,413.47 80 0 ‐52 1 2 ‐65 ‐00 B u i l d i n g Su p p l i e s 50 0 . 0 0 50 0 . 00 500.00 80 0 ‐52 2 0 ‐65 ‐00 O f f i c e Eq u i p m e n t 2, 5 0 0 . 0 0 10 , 0 0 0 . 0 0 12 , 5 0 0 . 0 0 8, 9 7 4 . 6 7 78 0 . 6 7 71.80 3,525.33 80 0 ‐52 3 0 ‐65 ‐00 D u e s , F e e s , & Su b s c r i p t i o n s 7, 2 0 0 . 0 0 7, 2 0 0 . 0 0 11 , 0 4 1 . 0 0 10 , 5 9 0 . 0 0 153.35 (3,841.00) 80 0 ‐52 4 0 ‐65 ‐00 P o s t a g e an d De l i v e r y 1, 0 0 0 . 0 0 1, 0 0 0 . 0 0 1,000.00 45 Cu r r e n t C u r r e n t C u r r r e n t Cu r r e n t C u r r e n t C u r r e n t Ye a r Y e a r Y e a r Y T D M o n t h P e r c e n t YTD R e m a i n i n g Ac c o u n t D e s c r i p t i o n A d o p t e d Bu d g e t A m e n d m e n t A m e n d e d Bu d g e t A c t u a l A c t u a l E n c u m b r a n c e s % B u d g e t 80 0 ‐52 6 5 ‐65 ‐00 P r o m o t i o n a l Ex p e n s e 45 , 0 0 0 . 0 0 45 , 0 0 0 . 0 0 4, 4 2 8 . 4 0 9.84 40,571.60 80 0 ‐52 8 0 ‐65 ‐00 P r i n t i n g an d Re p r o d u c t i o n 2, 5 0 0 . 0 0 2, 5 0 0 . 0 0 2,500.00 80 0 ‐53 1 0 ‐65 ‐00 R e n t a l Ex p e n s e 47 , 5 0 0 . 0 0 47 , 5 0 0 . 0 0 16 , 2 8 1 . 2 0 8, 1 4 0 . 6 0 34.28 31,218.80 80 0 ‐53 3 0 ‐65 ‐00 C o p i e r Ex p e n s e 5, 5 0 0 . 0 0 5, 5 0 0 . 0 0 59 2 . 4 7 29 4 . 3 9 10.77 4,907.53 80 0 ‐53 4 0 ‐65 ‐00 B u i l d i n g Re p a i r s 50 0 . 0 0 50 0 . 0 0 500.00 80 0 ‐54 1 0 ‐65 ‐0 0 P r o f e s s i o n a l S er v i c e s 70 , 0 0 0 . 0 0 70 , 0 0 0 . 0 0 18 , 3 7 9 . 4 8 17 , 8 6 9 . 4 8 46 , 8 7 5 . 0 0 26.26 4,745.52 80 0 ‐54 1 2 ‐65 ‐00 A u d i t Fe e s 1, 7 5 0 . 0 0 1, 7 5 0 . 0 0 51 8 . 0 0 51 8 . 0 0 98 2 . 0 0 29.60 250.00 80 0 ‐54 3 0 ‐65 ‐00 L e g a l Fe e s 15 , 0 0 0 . 0 0 15 , 0 0 0 . 0 0 15,000.00 80 0 ‐55 2 0 ‐65 ‐00 T e l e p h o n e s 4, 2 0 0 . 0 0 4, 2 0 0 . 0 0 66 1 . 4 7 62 8 . 9 8 15.75 3,538.53 80 0 ‐55 2 3 ‐65 ‐00 W a t e r 79 . 3 8 35 . 3 5 (79.38) 80 0 ‐55 2 4 ‐65 ‐00 G a s 40 0 . 0 0 40 0 . 0 0 49 . 7 0 35 . 6 4 12.43 350.30 80 0 ‐55 2 5 ‐65 ‐00 E l e c t r i c i t y 2, 1 0 0 . 0 0 2, 1 0 0 . 0 0 27 5 . 2 8 16 6 . 7 2 13.11 1,824.72 80 0 ‐55 2 6 ‐65 ‐00 D a t a Ne t w o r k 50 0 . 0 0 50 0 . 0 0 500.00 80 0 ‐55 3 0 ‐65 ‐00 T r a v e l 15 , 0 0 0 . 0 0 15 , 0 0 0 . 0 0 15,000.00 80 0 ‐55 3 1 ‐65 ‐00 P r o s p e c t Mt g s / B u s i n e s s Me a l s 2, 0 0 0 . 0 0 2, 0 0 0 . 0 0 75 . 4 1 75 . 4 1 3.77 1,924.59 80 0 ‐55 3 3 ‐65 ‐00 M i l e a g e Ex p e n s e 1, 5 0 0 . 0 0 1, 5 0 0 . 0 0 1,500.00 80 0 ‐55 3 6 ‐65 ‐00 T r a i n i n g / S e m i n a r s 7, 5 0 0 . 0 0 7, 5 0 0 . 0 0 7,500.00 46 "A PLACE WHERE EVERYONE MATTERS" Investment Portfolio Summary October 1, 2016 - December 31, 2016 Prepared By Betty Pamplin Accounting Manager Town of Prosper Kelly Neal Finance Director Town of Prosper Item 4e Item 4e Town Page 2 TOWN OF PROSPER, TEXAS INVENTORY HOLDING REPORT 12/31/16 ALL FUND TYPES EXCEPT EDC Maturity Break Bank Deposit 52,927,549 Subtotal - Cash 52,927,549 75.3% TexPool 2,354,829 TexStar 14,880,257 Subtotal - Pools 17,235,087 24.5% Agencies, Treasuries, Muni Bonds & CD's 0-3 months 0 3-6 months 103,587 6-9 months 0 9-12 months 0 Subtotal - Other < 1 year 103,587 0.1% 1-2 years 0 2-3 years 0 > 3 years 0 0.06% Subtotal - Other 1 or > 1 year 0 0.0% Total 70,266,223 100% Asset Diversification Bank Deposit 52,927,549 75.3% TexPool 2,354,829 3.4% TexStar 14,880,257 21.2% Certificate of Deposit 103,587 0.1% Total 70,266,222 100.0% - 10,000,000 20,000,000 30,000,000 40,000,000 50,000,000 60,000,000 Town of Prosper -Maturity Break 1 Day Liquidity 0 10,000,000 20,000,000 30,000,000 40,000,000 50,000,000 60,000,000 Bank Deposit TexPool TexStar Certificate of Deposit Town of Prosper -Security Type Item 4e Town Page 3 TOWN OF PROSPER, TEXAS CURRENT INVESTMENT PORTFOLIO AS OF December 31, 2016 ALL FUND TYPES (EXCEPT EDC) AS DEFINED IN TOWN'S INVESTMENT POLICY PURCHASE DAYS DAYS TO TYPE OF SETTLEMENT MATURITY HELD MATURITY % TOTAL WEIGHTED AVG WEIGHTED CUSIP SECURITY PAR DATE DATE TERM 12/31/16 12/31/16 RATE MATURITY AVG. YIELD Bank Deposit Cash 52,927,549 12/31/16 01/01/17 1 0 1 0.7500%75.32%0.753 0.56% TexPool Pool 2,354,829 12/31/16 01/01/17 1 0 1 0.3780%3.35%0.034 0.01% TexStar Pool 14,880,257 12/31/16 01/01/17 1 0 1 0.4387%21.18%0.212 0.09% CD 3000155 CD 103,587 06/14/15 06/14/17 731 566 165 0.6000%0.15%0.243 0.00% 70,266,222 734 566 168 100.00%1.242 0.67% Item 4e Town Page 4 Average Portfolio Yield:0.49%Average Portfolio Yield:0.67% Average Portfolio Maturity (days):2 Average Portfolio Maturity (days):1 % Maturing within 3 months:99.8%% Maturing within 3 months:99.9% Town of Prosper, Texas Quarterly Portfolio Change Cash 75% Pools 25% CD's 0% Total Portfolio Assets as of 12/31/2016 are $70,266,223 Cash 70% Pools 30% CD's 0% Total Portfolio Assets as of 10/1/2016 are $64,458,306 Item 4e Town Page 5 TOWN OF PROSPER, TEXAS QUARTERLY POSITION CHANGE REPORT October 1, 2016 - December 31, 2016 PURCHASE BOOK VALUE MARKET VALUE TYPE OF CURRENT SETTLEMENT MATURITY BEGINNING ENDING BEGINNING ENDING CUSIP SECURITY PAR RATE DATE DATE 10/01/16 12/31/16 CHANGE 10/01/16 12/31/16 CHANGE Cash Positions: Bank Cash Investments Bank Deposit Cash 52,927,549 Varies 09/30/16 10/01/16 45,046,439 52,927,549 7,881,110 45,046,439 52,927,549 7,881,110 Subtotal Cash Positions 52,927,549 45,046,439 52,927,549 7,881,110 45,046,439 52,927,549 7,881,110 Cash Positions: Pooled Investments TexPool Pool 2,354,829 0.378%09/30/16 10/01/16 2,356,899 2,354,829 (2,070) 2,356,899 2,354,829 (2,070) TexStar Pool 14,880,257 0.439%09/30/16 10/01/16 16,951,536 14,880,257 (2,071,279) 16,951,536 14,880,257 (2,071,279) Subtotal Pool Investments 17,235,087 19,308,435 17,235,087 (2,073,349) 19,308,435 17,235,087 (2,073,349) Certificates of Deposit CD 3000155 CD 103,587 0.45%06/14/15 06/14/17 103,432 103,587 155 103,432 103,587 155 Subtotal CD's 103,587 103,432 103,587 155 103,432 103,587 155 Grand Total 70,266,223 64,458,306 70,266,223 5,807,916 64,458,306 70,266,223 5,807,916 Approximate Net Change in Cash Position for the Quarter: Bond Proceeds received -$ General Fund revenue receipts 5,000,000 Tax Collections M&O 3,675,000 Tax Collections I&S 4,000,000 Utility revenue receipts 2,000,000 CIP Projects expenditures (6,000,000) Operating expenditures (3,000,000) Developer Reimbursements - Debt Service Payments - Net Change in Cash position 5,675,000$ Item 4e Page 1 of 1 Prosper is a place where everyone matters. To: Mayor and Town Council From: Doug Kowalski, Chief of Police Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Consider and act upon accepting the 2016 Racial Profiling Report as required by state law. Description of Agenda Item: The Racial Profiling Report is being presented to the Town Council before March 1, 2017. This is in accordance with the Texas Code of Criminal Procedure 2.131 – 2.138 and the report formatting was outlined by the Texas Commission on Law Enforcement (TCOLE). Each traffic stop that resulted in a citation or arrest was to be counted. Since the Prosper Police Department does use Mobile Vehicle Recorders, the information presented is denoted as Tier I Data. Attached Documents: 1. 2016 Racial Profiling Report Town Staff Recommendation: Staff recommends review of the document and acceptance as required by law. Proposed Motion: I move to accept the 2016 Racial Profiling Report. POLICE Item 4f Page 1 of 1 2016 Partial Exemption Racial Profiling Reporting Town of Prosper Police Department (Tier 1) TCOLE Recommended Form Number of motor vehicle stops: 1. 2,396 – citation only 2. 17 – arrest only 3. 15 – both citation and arrest 4. 2,428 – Total Race or Ethnicity: 5. 282 - African American 6. 47 - Asian 7. 1595 - Caucasian 8. 480 - Hispanic 9. 21 - Middle Eastern 10. 3 - Native American 11. 2,428 - Total Race or Ethnicity known prior to stop? 12. 20 – Yes 13. 2,408 – No 14. 2,428 – Total Search conducted? 15. 71– Yes 16. 2,357 – No 17. 2,428 – Total Was search consented? 18. 49 – Yes 19. 22 – No 20. 71 – Total (must equal #15) In years past, comparison with the census data has been utilized; however, the growth of our jurisdiction has been so great that the census data is insufficient for comparison at this point. In previous reports, the number of all stops, inclusive of warnings, was used. With the new reporting mandates, only the number of traffic stops that resulted in either a citation or arrest is counted. Race is not a precursor factor for a traffic stop, however the race of the driver is required to be reported as denoted in the data listed in #5 through #10. Knowledge about the race of the driver prior to the traffic stop is also required to be reported as noted in #12 and #13. This report will also be filed with TCOLE, as mandated by law. The conclusion is that the Prosper Police Department is in full compliance with the law. Item 4f Page 1 of 2 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Consider and act upon approving the purchase of third-party building permit plan review and inspection services, and fire-related services, through an existing Professional Services Agreement with Bureau Veritas North America, Inc.; approving an amendment to the Professional Services Agreement; and authorizing the Town Manager to execute same. Description of Agenda Item: On December 8, 2015, the Town Council approved a Professional Services Agreement with Bureau Veritas North America, Inc. (BVNA), through FY 2015-2016, for third-party building permit plan review and inspection services. Due to the increase of commercial development and the impact on the Fire Marshal’s office, the agreement also included a provision for BVNA to conduct fire code-related plan review and inspections, on as needed basis. Development Services and the Fire Marshal’s Office are requesting the continued use of the Agreement through FY 2016-2017, and beyond, to ensure timely service. The Agreement is effective until terminated by either party with 30 days prior written notice. Staff is also requesting to amend Section 3 of the Professional Services Agreement, related to compensation. The amendment will allow for the agent representing the property to make payment directly to BVNA for the performance of fire services-related projects. The adopted Fire Code allows the direct recoupment of the actual cost of fire service related services. The direct payment by the commercial applicant to BVNA for these services relieves Town staff from processing these invoices. Town staff will continue to process invoices for building inspection and plan review services performed by BVNA. Budget Impact: The estimated annual amount for building inspection and plan review services for commercial projects is $250,000, and will be funded from Building Inspections account 100-5410-40-01. Subsequent annual expenditures will be subject to budget appropriations granted in future fiscal years. Prosper is a place where everyone matters. DEVELOPMENT SERVICES Item 4g Page 2 of 2 Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the Amendment as to form and legality. Attached Documents: 1.Professional Services Agreement 2.Amendment to Agreement Town Staff Recommendation: Town staff recommends approving the purchase of third-party building permit plan review and inspection services, and fire-related services, through an existing Professional Services Agreement with Bureau Veritas North America, Inc.; approving an amendment to the Professional Services Agreement; and authorizing the Town Manager to execute same. Proposed Motion: I move to approve the purchase of third-party building permit plan review and inspection services, and fire-related services through an existing Professional Services Agreement with Bureau Veritas North America, Inc.; approve an amendment to the Professional Services Agreement; and authorize the Town Manager to execute same. Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Item 4g Page 1 of 1 To: Mayor and Town Council From: Alex Glushko, AICP, Senior Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Consider and act upon whether to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department, pursuant to Chapter 4, Section 1.5(C)(7) and 1.6(B)(7) of the Town’s Zoning Ordinance, regarding action taken by the Planning & Zoning Commission on any Site Plan or Preliminary Site Plan. Description of Agenda Item: Attached are the Site Plans acted on by the Planning & Zoning Commission at their February 7, 2017, meeting. Per the Town’s Zoning Ordinance, the Town Council has the ability to direct staff to submit a written notice of appeal on behalf of the Town Council to the Development Services Department for any Preliminary Site Plan or Site Plan acted on by the Planning & Zoning Commission. Attached Documents: 1.Site Plan for the Saunders Addition Attachment Summary: Project Name Type Location Building Size Existing/ Proposed Uses Known Tenant(s) La Cima Crossing Site Plan North side of US 380, 1,000± feet west of La Cima Boulevard 11,323 square feet Office / Retail Shell Building State Farm and Unknown Tenants Saddle Creek Commercial Site Plan Northwest corner of Prosper Trail, and Preston Road 3,470 square feet Bank Chase Bank Town Staff Recommendation: Town staff recommends that the Town Council take no action on this item. Prosper is a place where everyone matters. PLANNING Item 4h U.S. HIGHWAY 380 RICHLAND BOULEVARD Town of Prosper, Texas Edward Bradley Survey, Abstract No. 86 LA CIMA CROSSING Block A, Lot 4131 S. Tennessee St.McKinney, Texas 75069 972.562.4409 SI T E P L A N ’ ’ Item 4h Cumulus Design Firm #14810 2080 N. Highway 360, Suite 240 Grand Prairie, Texas 75050 Tel. 214.235.0367 I t e m 4 h Page 1 of 3 To: Mayor and Town Council From: Alex Glushko, AICP, Senior Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Conduct a Public Hearing, and consider and act upon a request to rezone 14.1± acres from Planned Development-43 (PD-43) to Planned Development-Commercial (PD-C), located on the north side of US 380, 700± feet west of Mahard Parkway, to facilitate the development of an automobile sales and/or leasing facility (Ford). (Z16-0025). History: At the December 13, 2016, Town Council meeting, the applicant requested this item be tabled to the January 10, 2017, meeting. At the January 10, 2017, meeting, the applicant requested this item be tabled to the February 14, 2017, meeting to allow the applicant and the adjacent property owner an opportunity to finalize a development agreement addressing concerns regarding drainage, screening walls, and grading. Description of Agenda Item: The zoning and land use of the surrounding properties are as follows: Zoning Current Land Use Future Land Use Plan Subject Property Planned Development-43- Commercial Corridor Undeveloped Land US 380 District North Planned Development-65- Single Family Undeveloped Land US 380 District East Planned Development-43- Commercial Corridor and Specific Use Permit-9 (automobile sales and/or leasing facility - Toyota) Undeveloped Land (Proposed Toyota Dealership) US 380 District South City of Frisco City of Frisco City of Frisco West Planned Development-65- Commercial and Single Family Undeveloped Land US 380 District Prosper is a place where everyone matters. PLANNING Item 6 Page 2 of 3 Requested Zoning – This is a request to amend Planned Development-43 (PD-43) to facilitate the development of a Ford Dealership to include the sales, leasing and service of new and used vehicles. The request requires approval of a PD amendment due to deviations to various zoning standards as described below. Development is proposed in accordance with Exhibit C (development standards), Exhibit D (conceptual development plan), Exhibit F (conceptual architectural elevations), and Exhibit G (conceptual landscape plans). The Dealership will be located immediately west of the proposed Toyota dealership. • Exhibit A – Boundary survey of the property. • Exhibit B – Statement of intent and purpose. • Exhibit C – Development standards, which require development in general accordance with the Commercial District development standards, allowing Automobile Sales/Leasing, New as a permitted use, with the modifications to the development standards noted below. • Exhibit D – Conceptual layout, shows the location of the 55,400-square-foot building and customer and inventory parking, with the following requested deviations to the existing zoning standards: o Proximity to residentially zoned property - The Zoning Ordinance requires all buildings, gasoline pump islands, vacuums, outdoor speakers, gasoline or fuel storage tanks, air and water dispensers, and other structures in conjunction with any automotive use to be located a minimum of 200 feet from any residential Zoning District. o The applicant is proposing a portion of the building to be located approximately 170 feet from a portion of the adjacent residential district, as shown on Exhibit D. There is an 8-foot masonry screening wall between that portion of the building and the proposed location of encroachment. Staff believes the location of encroachment is minimal, has been mitigated, and that the request is reasonable. Representatives of Ford met with the developer of the proposed single family subdivision located immediately to the north and northwest of the dealership to seek feedback on screening and buffering. o Inventory Parking – The Zoning Ordinance does not distinguish between standard parking stalls and inventory parking for automobile sales facilities. The applicant is requesting that the inventory parking area consist of three consecutive rows of parking including stalls with a depth of 24 feet, as well as tandem stalls with a depth of 40 feet. Although the parking configuration does not meet minimum parking standards, staff believes it is appropriate for inventory parking associated with the proposed use. • Exhibit E – Development schedule. • Exhibit F – Architectural renderings, which depict the style and material of the proposed building, which meets the minimum standards of the Zoning Ordinance. Future Land Use Plan – The Future Land Use Plan recommends US 380 District for the property. The request is in accordance with the Future Land Use Plan. Item 6 Page 3 of 3 Thoroughfare Plan – The property is adjacent to US 380, an existing major thoroughfare. The request is in accordance with the Thoroughfare Plan. Water and Sanitary Sewer Services – Water service has been extended to the property, sanitary sewer service will need to be extended prior to or in conjunction with development. Access – Access to the property will be provided from US 380. Schools – This property is served by the Prosper Independent School District (PISD). It is not anticipated that a school site will be needed on this property. Parks – This property is not needed for the development of a park. Environmental Considerations – There is no 100-year floodplain located on the property. Legal Obligations and Review: Zoning is discretionary. Therefore, the Town Council is not obligated to approve the request. Notification was provided to neighboring property owners as required by state law. Town staff has not received any Public Hearing Notice Reply Forms. Attached Documents: 1. Aerial and Zoning Maps 2. Proposed Exhibits A, B, C, D, E, F, and G Planning & Zoning Commission Recommendation: At their November 15, 2016, meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 7-0, subject to: 1. Materials used on the northern screening wall shall be consistent with the Toyota screening wall, subject to approval by the adjacent property owner; 2. No outdoor intercoms, speakers or sound amplification devices shall be utilized on the property; 3. Any structures with a garage or bay shall include an automatic door closing device for such garage or bay; and 4. After-hours reduction of outdoor lighting, at 90% at the close of business. Since the meeting, the applicant has revised the request per the recommendation of the Planning & Zoning Commission. Staff Recommendation: Staff recommends the Town Council approve the request to rezone 14.1± acres from Planned Development-43 (PD-43) to Planned Development-Commercial (PD-C), located on the north side of US 380, 700± feet west of Mahard Parkway, to facilitate the development of an automobile sales and/or leasing facility (Ford). Proposed Motion: I move to approve the request to rezone 14.1± acres from Planned Development-43 (PD-43) to Planned Development-Commercial (PD-C), located on the north side of US 380, 700± feet west of Mahard Parkway, to facilitate the development of an automobile sales and/or leasing facility (Ford). Item 6 Z16-0025 UNIVERSITY DR PRAIRIE DR CR 2 6 MA H A R D P K W Y BOTTLEBR U S H D R CR 2 6 0 160 32080 Feet ± Item 6 Z16-0025 S-9 S-11 UNIVERSITY DR PRAIRIE DR CR 2 6 MA H A R D P K W Y BOTTLEBR U S H D R CR 2 6 SFPD-65 CCPD-47 CPD-65 CCPD-43 SF C CC CC CC CC 0 160 32080 Feet ± Item 6 14.05 ACRES 615 6 1 5 6 1 5 6 1 6 616 616 6166166 1 6 6 1 6 6 1 6 6 1 6 6 1 6 617 617 617617617617 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 618 618 618 6 1 8 6 1 8 618 618 618 618 618618 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 619 619 619 619 619619 6 1 9 619 619 619 6 19 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 620 620620 620620 62 0 62 0 620 621 621 621 6 2 1 6 2 1 62 1 62 1 622 622 622 6 2 2 62 2 6 2 2 6 2 2 6 2 3 623623 623 623 6 2 3 62 3 6 2 3 62 3 6 2 3 623 62 4 6 2 4 62 4 62 4 624 624 624 624 625 62 5 62 5 62 5 625 625 625 625 6 26 62 6 626 626 6 2 6 626 626 627 62 7 627 6 2 7 627 627 62 8 628 628 628 628 6 2 9 629 629 629 630 63 0 630 631 631 632 9 7 8 . 8 8 ' N 0 ° 0 2 ' 5 5 " W 630.48' S 89°41'02" E 9 7 4 . 9 0 ' S 0 ° 2 6 ' 3 4 " W 622.11' S 89°57'05" W N 1209060300 SCALE: 1"=60' O.P.R.C.C.T. DOC. NO. 20121030001379470 TOWN OF PROSPER, TEXAS WATER EASEMENT ABSTRACT NO. 147 COLLIN COUNTY SCHOOL LAND SURVEY O.P.R.C.C.T. DOC. NO. 20150803000965480 CALLED 14.045 ACRES FORD LEASING DEVELOPMENT COMPANY LLC SPECIAL WARRANTY DEED D.R.C.C.T. (DOC. NO. 97-0018697) VOL. 3866, PG. 1360 CALLED 0.941 ACRES STATE OF TEXAS DEED D.R.C.C.T. VOL. 193, PG. 682 OF GAS PIPE LINE APPROXIMATE LOCATION W/KHA CAP 5/8" FIR CAP W/SPIARS_ENG. 1/2" FIR CAP W/SPIARS_ENG. 1/2" FIR 24.79' BEGINNING POINT OF ABSTRACT 147 LAND SURVEY COUNTY SCHOOL TO SW CORNER COLLIN APPROX. S11°33'W 3215+/- LEGACY DRIVE 2225' TO D.R.C.C.T. VOL. 4930, PG. 3217 TRANSMISSION PIPELINE EASEMENT CITY OF IRVING WATER HWY 26 1195' TO P.R.C.C.T. (DOC. NO. 20151118010004190) VOL. 2015, PG. 674 LOT 1, BLOCK A GST PROSPER, CURRENT LAND USE: COMERICAL FUTURE LAND USE:US 380 DISTRICT ZONED PD-4359 BLOCK D LOT 1 P.R.C.C.T. (DOC. NO. 20150623010002240) VOL. 2015, PG. 344 LOT 1, BLOCK B, LOT 1, BLOCK C, LOT 1, BLOCK D PROSPER CENTER, LOTS 1,2,3, & 4, BLOCK A, CURRENT LAND USE: AGRICULTURE FUTURE LAND USE:US 380 DISTRICT ZONED SFPD-65 CURRENT LAND USE: AGRICULTURE FUTURE LAND USE:US 380 DISTRICT ZONED PD-4359 VICINITY MAP NOT TO SCALE SURVEYOROWNER dacalhoun@halff.com Fax: (817) 232-9784 Direct: (817) 764-7505 Fort Worth, TX 76137 4000 Fossil Creek Blvd. Halff Associates, Inc. Douglas A. Calhoun, RPLS Fax: Phone: Dearborn, Michigan 48126-2711 330 Town Center Drive Ste 1100 Ford Leasing Development Company BY SITUATED IN THE TBPLS FIRM NO. 10029605 4000 FOSSIL CREEK BLVD. FORT WORTH, TEXAS 76137 (817) 847-1422 IN THE BEING A TOTAL OF COLLIN COUNTY, TEXAS TOWN OF PROSPER, ABSTRACT A0147 COLLIN COUNTY SCHOOL LAND #12 SURVEY N BROADWAY 5TH 7TH 3RD M A I N C O L E M A N 1193 380 C R A I G 289 M c K I N N E Y E UNIVERSITY E UNIVERSITY 26 26 ROCKH ILL PKWY P K W Y S P R E S T ON WEST 1ST EAST 1ST DA L L A S N O R T H T O L L W A Y PROPSER TRAIL FISHTRAP L E G A C Y D R 6 P R E S T O N D R L E G A C Y PROSPER D A L L A S C I T Y L I M I T P R O S P E R C I T Y L I M I T P R O S P E R P R O S P E R C I T Y L I M I T CITY LIMIT PROSPER CITY LIMIT FRISCO B289 B289 289 C O L L I N C O U N T Y C I T Y L I M I T F R I S C O C O U N T Y C O L L I N C O U N T Y C O L L I N C I T Y L I M I T F R I S C O POINT FOR A CORNER ADJACENT PROPERTY LINES FOUND IRON ROD OR MONUMENT W/ CAP •" SIR EXISTING EASEMENT LINES LEGEND PROPOSED EASEMENT LINES EXISTING LOT LINE "HALFF ASSOC INC." YELLOW CAP STAMPED 1/2" SET IRON ROD W/ PROPOSED BOUNDARY PROPOSED SETBACK LINES EXISTING SETBACK LINES APPROXIMATE SURVEY LINE 14.05 ACRES EXHIBIT A Z16-0025 alignment is determined at the line of the plat. for illustration puposes and does not set teh alignment. The 2. The thourough fare alignments shown on this exhibit are 1. No floodplain (zone X or zone AE) currently exists on the site. NOTES: NOVEMBER, 2016 EAST UNIVERSITY DRIVE U.S. HIGHWAY 380 (110' R.O.W.) follows: as described particularly more being and (O.P.R.C.C.T.) Texas County, Collin ofRecords Public Official the in 20150803000965480 No. Document in recorded as LLC, Lovers/380, NWC by them toconveyed tract acre 14.05 a of out being and Texas County, Collin 147, No. Abstract Survey, Land School County CollinProsper, of Town the in situated land of tract a of owners theare LLC Company Development LeasingFord WHEREAS, width); variable (called 380 Highway State of line right-of-way north the on beingand O.P.R.C.C.T., 20140404000325110 No. Document in recorded as LP 280, Hwy Legacy to Liens Vendor' WithDeed Warranty Special in described land of tract acre 35.554 called that of corner southeast the land, of tractacre 14.045 called said of corner southwest common the forKHAG 7 stamped rod iron found 5/8-inch a atBEGINNING feet; 0.15 of distance a West, seconds 09 minutes 44 degrees 74 Southbears 5199GR.P.L.S. 7 stamped rod iron found 5/8-incha which from D, Block 1, Lot said of corner ell an and landof tract acre 14.045 called said of corner northwest common the a to feet 978.88 of distance total a forcontinuing and feet 440.00 of distance a at (P.R.C.C.T.) Texas County, Collin of Recordsatl P the in20150623010002240) No. (Doc. 344 Page 2015, Volume in recorded as D Block 1, Lot C, Block 1, Lot B, Block 1,Lot A, Block 4, & 1,2,3, Lots Center, Prosper of plat the of D Block 1, Lot of corner ell an and land of tract acre35.554 called said of corner northeast common the passing West, seconds 55 minutes 02 degrees 00 NorthTHENCE D; Block 1,otL said of line southerly the on being and P.R.C.C.T.,2015118010004190) No. (Document 674 Page 2015, Volume in recorded as A Block 1, Lot Prosper, GST of cornernorthwest the land, of tract acre 14.045 called said of corner northeast common the for ENG.GSSPIAR 7 stamped capwith rod iron found 1/2-inch a to feet 630.48 of distance a East, seconds 02 minutes 41 degrees 89 SouthTHENCE line; right-of-way north said on being and A, Block 1, Lotd sai of cornersouthwest the land, of tract acre 14.045 called said of corner southeast common the for ENG.GSPIARS 7 stamped capwith rod iron found 1/2-inch a to feet 974.90 of distance a West, seconds 34 minutes 26 degrees 00 SouthTHENCE less. or more land, of acres 14.05 or feet square 611,813 CONTAINING AND BEGINNING OF POINT the tofeet 622.11 of distance a line, right-of-way north said along West, seconds 05 minutes 57 degrees 89 SouthTHENCE STATE OF TEXAS COUNTY OF COLLIN § § LOCATION PROJECT Item 6 Exhibit B Prosper Ford Statement of Intent and Purpose Prosper Ford is intended to be a high quality automotive dealership that will sell and service Ford vehicles. It is Ford Motor Company’s intent to provide the North Texas Ford customer with a superior sales and service experience. As such, Prosper Ford is designed to provide a meaningful experience that is welcoming and truly collaborative. It is based on Ford’s core principles of Trust, Relationship, and Respect. Prosper Ford is an expression of Ford’s Trustmark dealership design, with the welcoming embrace of the arched brand wall. It is also designed to be an expression of North Texas, and to showcase the history of North Texas. It is designed with high quality, high performance materials. It is designed to be unique with distinctive North Texas features. Site Design: Good planning principles are used to achieve a well‐balanced site design. The dealership facility has been placed near the center of the site. Generous setbacks are employed to provide a naturalistic setting. The east side of the site also features a detention pond commensurate with the size of the site and sized to accommodate water run‐off from adjacent residential properties. A 35’ deep tree buffer with 8’ masonry wall protects the residential neighborhood adjacent to the site. To develop a community‐based contextual design, several key primary design elements showcase Prosper Ford. They include: • The Street Frontage Experience • Connecting Pathways • The Boulevard Experience • The Brand Wall & Entrance Tower • Feature Vehicle Displays • Lone Star Water Feature As you approach Prosper Ford, you will see several of these distinctive features:  Circulation paths are provided to connect adjacent properties and engage the community with varying opportunities for walking and bicycling.  The pathway closest to the street provides the most expedient and direct circulation.  The inner pathway engages the user with different material textures and native planting. Water, river rock, boulders, native species, and wood boardwalks highlight the experience. It also provides an opportunity to view the display vehicles. Item 6  The centerpiece of the “street frontage experience” is the lone star water feature which provides a unique Texas expression.  Connecting to the showroom is the “Boulevard Experience” with informative markers that engage, educate and inspire. Prosper Ford is designed to express community values and a good stewardship of the land. Connecting History & Community: Informative Markers are integrated into the connecting “Boulevard Experience”. They provide an opportunity to engage and educate. They are constructed of etched glass panels held by a corten steel base. From mule‐drawn wagon to the horse‐drawn buggy to the modern automobile, the information to be provided on the historic markers will include: • The Town of Prosper’s Proud History • North Texas History and • Select Moments of Ford History & the Life of Henry Ford. Ford Motor Company will work with the Prosper Historical Society to select the right images and write descriptive text for the Informative Markers. Use Natural Materials Including stone pavers, river rock, boulders, wood boardwalks and native landscape species. Sustainable Design Practices: Prosper Ford will be designed to achieve LEED certification. Both the building and site design utilize a sustainable design approach. The site plan design uses effective rainwater management systems. The design intent of these systems is to reduce rainwater water runoff volume and to improve the area’s overall water quality. The detention pond together with an irrigation system design controls water runoff and provides water to irrigate the dealership’s landscape plantings. The line of the Brand Wall is extended to meet the detention pond and forms a natural fence line at the South boundary of the pond. Boulders are placed to form a natural rock base for the dealership and a display for feature Ford cars and trucks. Landscape plantings that provide shade over portions of the paved areas, as well as, use of a high‐reflectance roof will help to reduce potential heat island effects. LED Lighting & Light Level Reduction • The proposed design effectively provides exterior lighting to enhance the view of the cars while reducing light pollution and light trespass beyond the lighting boundary or property lines. Item 6 • High efficient LED lighting, such as “CREE’ Edge, help to create effective exterior illuminance while reducing overall light levels. • Light management systems will be used to reduce lamp power during non‐business hours. • Proposed illumination levels shall conform to the standards expressed by Illuminating Engineering Society (IES). • A photometric study showing 0 footcandles at property line. Prosper Ford will be an example of Ford Motor Company’s commitment to sustainable business and design practices. Building Design: Prosper Ford will be a facility with up‐to‐date technology, yet will express traditional values. In addition to its distinctive showroom, Prosper Ford will have 34 service stalls, a parts department, an enclosed service reception and an integrated Quick Lane. Our intent is to develop a dealership with the most current functionality, technology, and branding while retaining traditional design values. To achieve its “unique to Prosper and North Texas” expression, Prosper Ford utilizes natural materials and stone directly obtained from Texas quarries. The front façade shows the welcoming embrace of the Brand Wall. We have chosen to use natural stone panels instead of the customary ACM flat metal panels. A natural line of boulders forms the base of the large leg, creating a display for the featured Ford cars and trucks. Boulders also extend to the detention pond. Two different natural stone panels are proposed. An insulated flat stone panel and a rusticated stone façade. Stone panels are used as an integral building façade system. In addition at the base of the brand wall legs and at the service reception façade and along the Quick Lane rusticated Texas stone provides an earthy, natural expression. Prosper Ford conveys a natural from‐the‐land characteristic. The showroom will provide the Ford customer with a vibrant, innovative and digitally connected dealership with engaging experiences. It will provide consumers with the latest in technology and highlight local involvement in the community. Pride of Place: Prosper Ford will be an engaging dealership that provides a PRIDE OF PLACE for both Ford Motor Company and the Town of Prosper. Item 6 EXHIBIT C PLANNED DEVELOPMENT STANDARDS Conformance with the Town’s Zoning Ordinance and Subdivision Ordinance: Except as otherwise set forth in these Development Standards, the regulations of the Town’s Zoning Ordinance (Ordinance No. 05-20), as it exists or may be amended, and the Subdivision Ordinance, as it exists or may be amended, shall apply. 1. Except as noted below, the Tract shall develop in accordance with the Commercial (C) District, as it exists or may be amended. 2. Development Plans a. Concept Plan: The tract shall be developed in general accordance with the attached concept plan, set forth in Exhibit D. b. Elevations: The tract shall be developed in general accordance with the attached elevations, set forth in Exhibit F. c. Landscape Plan: The tract shall be developed in general accordance with the attached landscape plan, set forth in Exhibit G. 3. Uses. Uses shall be permitted in accordance with the C District with the exception of the following: a. Automobile Sale and/or Leasing Facility, New shall be a permitted use. 4. Regulations: a. Automobile Sales/Leasing, New uses shall be permitted within 200’ of residentially zoned property, as shown on Exhibit D. b. No outdoor intercoms, speakers or sound amplification devices shall be utilized on the property; c. Any structures with a garage or bay shall include an automatic door closing device for such garage or bay; and d. After-hours reduction of outdoor lighting, at 90% at the close of business. 5. Parking: Required parking shall be as follows: a. Inventory parking shall be permitted to provide three consecutive rows. 6. Screening: Required screening shall be as follows: a. Materials used on the northern screening wall shall be consistent with any screening provided on the eastern adjacent property. Item 6 6 1 5 6 1 5 6 1 5 6 1 6 6 1 6 6 1 6 6 1 6 6 1 6 6 1 6 6 1 6 6 1 6 6 1 6 6 1 6 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 7 6 1 8 6 1 8 6 1 8 61 8 6 1 8 6 1 8 61 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 8 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 19 6 2 0 6 2 0 62 0 6 2 0 6 2 0 6 2 0 6 2 0 6 2 0 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 1 6 2 2 6 2 2 6 2 2 6 2 2 6 2 2 6 2 2 6 2 2 6 2 2 623 6 2 3 6 2 3 6 2 3 6 2 3 6 2 3 6 2 3 6 2 3 6 23 6 2 3 6 2 3 6 2 4 6 2 4 6 2 4 6 2 4 6 2 4 6 2 4 6 2 4 6 2 4 6 2 5 6 2 5 6 2 5 6 2 5 6 2 5 6 2 5 6 2 5 6 2 5 6 2 6 6 2 6 6 2 6 6 2 6 6 2 6 6 2 6 6 2 6 6 2 7 6 2 7 6 2 7 6 2 7 6 2 7 6 2 7 6 2 8 6 2 8 6 2 8 6 2 8 6 2 8 6 2 9 6 2 9 6 2 9 6 2 9 6 3 0 6 3 0 978.88' N 0°02'55" W 6 3 0 . 4 8 ' S 8 9 ° 4 1 ' 0 2 " E 974.90' S 0°26'34" W 6 2 2 . 1 1 ' S 8 9 ° 5 7 ' 0 5 " W O.P.R.C.C.T. DOC. NO. 20140404000325110 CALLED 35.554 ACRES LEGACY HWY 380, LP WITH VENDORS LIEN SPECIAL WARRANTY DEED CURRENT LAND USE: AGRICULTURE FUTURE LAND USE:US 380 DISTRICT ZONED PD-4359 BLOCK D LOT 1 P.R.C.C.T. (DOC. NO. 20150623010002240) VOL. 2015, PG. 344 LOT 1, BLOCK B, LOT 1, BLOCK C, LOT 1, BLOCK D PROSPER CENTER, LOTS 1,2,3, & 4, BLOCK A, CURRENT LAND USE: AGRICULTURE FUTURE LAND USE:US 380 DISTRICT ZONED SFPD-65 O.P.R.C.C.T. DOC. NO. 20141104001205930 CALLED 16.061 ACRES DALH-PROSPER, L.L.C. SPECIAL WARRANTY DEED P.R.C.C.T. (DOC. NO. 20151118010004190) VOL. 2015, PG. 674 LOT 1, BLOCK A GST PROSPER, CURRENT LAND USE: COMERICAL FUTURE LAND USE:US 380 DISTRICT ZONED PD-4359 55,400 SF 55,625 SF PROPOSED DETENTION POND BUILDING A Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale: Y A N K E R - 2 0 7 9 F M D . . . \ H A L F F _ M O N _ P E N T A B L E . T B L P D F _ 2 D _ M O N _ F W _ M R _ 3 0 0 . p lt D e s i g n I : \ 3 1 0 0 0 s \ 3 1 5 4 5 \C A D D \S h e e t s \E x h i b it D ( 2 O F 2 ) . d g n H A L F F a h 3 0 9 4 1 0 : 0 8 : 5 6 A M 1 1 / 9 / 2 0 1 6 T B P E F I R M N O . F - 3 1 2 F A X ( 9 7 2 ) 9 5 6 - 0 8 4 2 T E L ( 9 7 2 ) 9 5 6 - 0 8 0 1 F L O W E R M O U N D , T E X A S 7 5 0 2 8 - 8 8 2 9 1 0 0 1 C R O S S T I M B E R S R D , S U I T E 2 0 2 0 S H E E T O F P R O S P E R , T E X A S PRELIMINARY Jay W. Reissig 94971 P.E. NO. 11/01/2016 SUPERVISION OF: WERE PREPARED BY OR UNDER THE OR CONSTRUCTION PURPOSES. THEY REGULATORY APPROVAL, PERMIT, BIDDING REVIEW AND NOT INTENDED FOR THESE DOCUMENTS ARE FOR INTERIM FOR INTERIM REVIEW ONLY TBPE #F-312 DATE F O R D D E A L E R S H I P P R O S P E R 2 0 0 F I R C 5 2 0 1 F I R C 4 2 0 6 F I R C 4 2 0 8 F I R C 5 SITE PLAN NOTES: IRVING PRIOR TO FINAL DESIGN COORDINATED WITH AND APPROVED BY THE CITY OF TRANSMISSION PIPELINE EASEMENT SHALL BE PLAZA IMPROVEMENTS WITHIN CITY OF IRVING WATER FEES AND/OR PARKING REQUIREMENTS. FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT PROPOSED LAND USE AT THE TIME CO AND/OR SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE IMPACT FEES WILL BE ASSESSED IN AACCORDANCE WITH ORDINANCE. PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM AND/OR RELOCATED UNDERGROUND. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED RELEASE. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING DEPARTMENT. ENGINEERING PLANS ARE APPROVED BY THE ENGINEERING APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL PROVIDED PER TOWN STANDARDS. FREE RAMPS AT ALL CURB CROSSINGS SHALL BE IN WIDTH ALONG RESIDENTIAL STREETS, AND BARRIER ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5') SIDEWALKS OF NOT LESS THAN SIX (6') FEET IN WIDTH THE APPROVED FACADE PLAN. BUILDING OFFICIAL APPROVAL AND SHALL CONFORM TO ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO OFFICIAL APPROVAL. ON THE SITE PLAN AND ARE SUBJECT TO BUILDING ALL FENCES AND RETAINING WALLS SHALL BE SHOWN APPROVAL. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL CODE. REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING WITH DISABILITIES ACT (ADA) AND WITH THE ACCESSIBILITY SHALL CONFORM TO THE AMERICANS HANDICAPPED PARKING AREAS AND BUILDING FIRE LANE. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A THE PROPERTY AT ALL TIMES. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR DEPARTMENT. PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED DEPARTMENT. PROTECTION MEASURES MAY BE APPROVED BY THE FIRE BE 100% FIRE SPRINKLERED. ALTERNATIVE FIRE BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL CONTAINED WITHIN THE ZONING ORDINANCE. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS APPROVED BY THE TOWN. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS ORDINANCE AND SUBDIVISION ORDINANCE. AND GLARE STANDARDS CONTAINED WITHIN THE ZONING OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING IN ACCORDANCE WITH THE ZONING ORDINANCE. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. DUMPSTERS AND TRASH COMPACTORS SHALL BE 20. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. 4 0 ' B u i l d i n g S e t b a c k 15' Building Setback 15' Building Setback 5' Landscape Setback 3 0 ' B u i l d i n g A n d L a n d s c a p e S e t b a c k 1 5 ' L a n d s c a p e S e t b a c k 5' Landscape Setback 15' Landscape Setback 2 4 ' A C C E S S E A S E M E N T NOTES: 4. 3. 2. 1. NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE. PROPOSED PARKING SHALL BE 10' X 20' (TYPICAL). FACE OF CURB. NOTED ON PLANS. ALL RADIUS DIMENSIONS ARE TO DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE 4 0 ' B u i l d i n g S e t b a c k 15' Building Setback 15' Building Setback 5' Landscape Setback 3 0 ' B u i l d i n g A n d L a n d s c a p e S e t b a c k 1 5 ' L a n d s c a p e S e t b a c k 5' Landscape Setback 15' Landscape Setback 2 4 ' A C C E S S E A S E M E N T N 50 100250 150 HORIZONTAL SCALE IN FEET 543 612 7 JWB 2 2 JWR 31545 EXHIBIT D AS NOTED FIRE LANE 30' WIDE L E G A C Y D R I V E A P P . 2 3 0 0 ' T O USE PATH 7' WIDE SHARED SIDEWALK 5' WIDE CONCRETE 130' 10' 33.2' 10' 150' 10' 130' 1 4 0 ' 1 4 0 ' 1 4 0 ' 2 4 ' 161.1' 2 4' 24' 203.2' 1 5 3 . 7 ' 197.8' 6 2 . 7 ' R=30' STORAGE CONCRETE CAR STORAGE CONCRETE CAR PARKING CONCRETE PARKING CONCRETE 230' 2 4' 2 4' 2 4' FIRE LANE 24' WIDE FIRE LANE 30' WIDE FIRE LANE 30' WIDE 150' 10' 2 0 ' 24'24'24'24'24'24'24' 89.9' 4 0 ' 24' (TYP.) R=5' 24'24'24' R=30' R=2'R=3' R=3'R=2' R=1' R=2' 151' 4 6 . 5 ' 5 6 .9 ' 24'24' 3 7 . 6 '67.2' 2 8 . 3 ' 6 6 . 6 ' PARKING HANDICAP R=30' R=30' R=30'237.7' USE PATH 7' WIDE SHARED TOYOTA DEALERSHIP CONNECTION TO PROPOSED SIDEWALK 5' WIDE CONCRETE 6 6 ' 44 44 10' 40' 24' 1 0 ' 1 0 ' 2 4 ' 10 '20' SECURITY GATE PROPOSED DRAINAGE EASEMENT VARIABLE WIDTH 1 5 ' W a t e r l i n e E a s e m e n t P i p e l i n e E a s e m e n t 7 5 ' W a t e r T r a n s m i s s i o n SECURITY GATE PROPOSED 10/14/2016 D1.02 (2 OF 2) 9 ' 2 0 ' 8' MASONRY SCREENING WALL 8' MASONRY SCREENING WALL 8' MASONRY SCREENING WALL SECURITY GATE PROPOSED 9 11 11 8 5.5' 13 18 15 12 16 20 13 9 22 22 33 332222 332222 14 11 14 13 9 40'24'72'24'48'24'48' 90' 10' 14 14 16 3 10 10 9 20 20 2 8 26 2 EASEMENT 30' SANITARY SEWER EASEMENT 15' WATER LINE EASEMENT 15' WATER LINE DUMPSTER LOCATION 200' ENCROACHMENT AREA AUTOMOTIVE USE, SINGLE FAMILY 3 0 . 2 ' 3 2 6 6 . 6 ' 2 3 0 ' 1 0 0 ' Item 6 OWNER 543 612 7 JWB 2 1 JWR 31545 D1.01 EXHIBIT D AS NOTED (1 OF 2) FAX: (972) 956-0842 PHONE: (972) 956-0801 FLOWER MOUND, TEXAS 75028 1001 CROSS TIMBERS, SUITE 2020 HALFF ASSOCIATES, INC. JAY W. REISSIG, PE ENGINEER/SURVEYOR ARCHITECT PHONE: (313) 206-3452 DEARBORN, MICHIGAN 48126-2711 330 TOWN CENTER DRIVE STE 1100 FORD LEASING DELEVOPMENT COMPANY FAX: (248) 471-7868 PHONE: (248) 471-7877 NOVI, MI 48375 40850 GRAND RIVER AVE. SUITE 200 CITYSCAPE ARCHITECTS, INC. DERRICK MROZ, R.A. 10/14/2016 VICINITY MAP N.T.S. U.S. HIGHWAY 380 W FIRST STREET FISHTRAP ROAD T E E L P K W Y DALLAS NORTH TOLLWAY CR 24 PANTHER CREEK PKWYPANTHER CREEK PKWY L E G A C Y D R CR 26 P A NT HER C RE E K CR 26 D A L L A S N O R T H T O L L W A Y SITE LOCATION CHART SUMMARY DATASITE NAME ADDRESS COUNTY ZONING USE LANDCURRENT USE LANDPROPOSED LOTS OF NUMBERCURRENT 1 LOTS OF NUMBERPROPOSED 1 DENSITYRESIDENTIAL 0 ACREAGEGROSS ACREAGENET (%)PERCENTAGE FT.) (SQ. FEETSQUARE COVERAGEBUILDING COVERAGEIMPERVIOUS COVERAGEPERVIOUS STORIES OFNUMBER 1 FOOTAGE SQUAREBUILDING USEBUILDING 1.0 MONTH/YEAR CONSTRUCTIONSTART MONTH/YEAR CONSTRUCTIONEND COLLIN COUNTY AGRICULTURE STORY SQ. FT. BUILDING HEIGHT LOT COVERAGE FLOOR AREA RATIO TOTAL PARKING REQUIRED TOTAL PARKING PROVIDED REQUIRED PARKING RATIO 111 HANDICAP PARKING REQUIRED HANDICAP PARKING PROVIDED INTERIOR LANDSCAPE REQUIRED INTERIOR LANDSCAPE PROVIDED APRIL 2017 APRIL 2018 PLANNED DEVELOPMENT COMMERCIAL CORRIDORPD-43 OPEN SPACE REQUIRED OPEN SPACE PROVIDED 32'-0" 5 SPACES PER 500 SQ. FT. 5 14.045 ACRES (611,756.64 S.F.) 14.045 ACRES (611,756.64 S.F.) PROSPER FORD DEALERSHIP U.S. HIGHWAY 380 11,100 S.F. 21,297 S.F. 9.1%55,400 55,400 443,523 170,291 72.3% 27.7% 72.3% 0.10 AUTOMOBILE SALES / LEASING, NEW AUTOMOBILE SALES / LEASING, NEW 7% OF NET AREA (36,346 S.F.) 44,932 S.F. 115 CUSTOMER/ 487 STORAGE Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale: Y A N K E R -2 0 7 9 F M D .. . \H A L F F _ M O N _ P E N T A B L E .T B L P D F _ 2 D _ M O N _ F W _ M R _ 3 0 0 .p lt D e s i g n I :\ 3 1 0 0 0 s \3 1 5 4 5 \C AD D \S h e e t s \E x h i b it D (1 O F 2 ).d g n H A L F F a h 3 0 9 4 2 :0 2 :4 8 P M 1 1 /1 /2 0 1 6 T B P E F I R M N O . F -3 1 2 F A X ( 9 7 2 ) 9 5 6 - 0 8 4 2 T E L ( 9 7 2 ) 9 5 6 - 0 8 0 1 F L O W E R M O U N D , T E X A S 7 5 0 2 8 - 8 8 2 9 1 0 0 1 C R O S S T I M B E R S R D , S U I T E 2 0 2 0 S H E E T O F P R O S P E R , T E X A S PRELIMINARY Jay W. Reissig 94971 P.E. NO. 11/01/2016 SUPERVISION OF: WERE PREPARED BY OR UNDER THE OR CONSTRUCTION PURPOSES. THEY REGULATORY APPROVAL, PERMIT, BIDDING REVIEW AND NOT INTENDED FOR THESE DOCUMENTS ARE FOR INTERIM FOR INTERIM REVIEW ONLY TBPE #F-312 DATE F O R D D E A L E R S H I P P R O S P E R Item 6 Exhibit E – Project Schedule Construction for this project is anticipated to begin in March of 2018 and completed in late March of 2019. Item 6 Item 6 Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale: W I L S O N - 1 9 2 1 R C H . . . \H A L F F _ M O N _ P E N T A B L E . T B L P D F _ 2 D _ M O N _ F W _ M R _ 1 5 0 . p lt S h e e t i: \ 3 1 0 0 0 s \3 1 5 4 5 \C A D D \ S h e e t s \ L A - L 1 0 1 - P P L N - 3 1 5 4 5 . d g n H A L F F a h 1 7 2 7 1 0 : 5 6 : 3 7 A M 1 1 / 9 / 2 0 1 6 T B P E F I R M N O . F - 3 1 2 F A X ( 9 7 2 ) 9 5 6 - 0 8 4 2 T E L ( 9 7 2 ) 9 5 6 - 0 8 0 1 F L O W E R M O U N D , T E X A S 7 5 0 2 8 - 8 8 2 9 1 0 0 1 C R O S S T I M B E R S R D , S U I T E 2 0 2 0 S H E E T O F P R O S P E R , T E X A S F O R D D E A L E R S H I P P R O S P E R 31545 11/01/2016 JBM KMW AS SHOWN DATE NAME 3103 R.L.A. NO. 11/08/2016 KIRK M. WILSON FOR INTERIM REVIEW ONLY THESE DOCUM ENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FO R REGULATO RY APPROVAL, PERM IT, BIDDING OR CONSTRUCTION PURPOSES. THEY W ERE PREPARED BY OR UNDER THE SUPERVISIO N OF: TBPE FIRM # F-312 PRELIMINARY 15 ' B u i l d i n g S e t b a c k 1 5 ' B u i l d i n g S e t b a c k 5 ' L a n d s c a p e S e t b a c k 5 ' L a n d s c a p e S e t b a c k 30' Building And Landscape Setback 5 5 , 4 0 0 S F B U I L D I N G A FDC C O C O F H F H F H F H P . R . C . C . T . ( D O C . N O . 2 0 1 5 1 1 1 8 0 1 0 0 0 4 1 9 0 ) V O L . 2 0 1 5 , P G . 6 7 4 L O T 1 , B L O C K A G S T P R O S P E R , 3 GAL. TEXAS LANTANA 3 GAL. 'COLOR GUARD' YUCCA 3 GAL. RED YUCCA 5 GAL. INDIAN HAWTHORN LANDSCAPE BOULDER LANDSCAPE LEGEND LIVE OAK 3" CAL. CEDAR ELM 3" CAL. ELM LACEBARK 3" CAL. OAK SHUMARD 3" CAL. HOLLY POSSUMHAW 3" CAL. REDBUD 3" CAL. TEXAS HOLLY 3" CAL. YAUPON MUHLY 5 GAL. LINDHEIMER TEXAS SAGE 5 GAL. 'GREEN CLOUD' 30" O.C. 3 GAL. GULF MUHLY RIVER GRAVEL 3"-5" NEW MEXICO SEASONAL FLOWERS 3" CAL. DESERT WILLOW BLUESTEM 24" O.C. 3 GAL. LITTLE N 604530150 SCALE: 1"=30' MATCHLINE L1.02 TO CONSTRUCTION. COMPENSATION. CONTRACTOR SHALL CALL 811 FOR UTILITY LOCATION PRIOR LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL TO EXISTING UTILITIES, WHETHER SHOWN OR NOT, DAMAGED BY OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS FIELD LOCATION AND PROTECTION OF EXISTING UTILITIES WHETHER SHOWN BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL PARTICULAR UTILITY. SOME UTILITY LINES AND SURFACE LOCATIONS MAY NOT AND MAY NOT ACCURATELY REFLECTTHE SIZE AND LOCATION OF EACH EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE CONSTRUCTION PRIOR TO COMMENCING WORK. OF ALL UNDERGROUND UTILITIES IN THE VICINITY OF SHALL LOCATE HORIZONTAL & VERTICAL LOCATIONS UNDERGROUND UTILITIES IN VICINITY CONTRACTOR CAUTION!!! L1.01 PLAN LANDSCAPE CONCEPTUAL HIGHWAY 380/UNIVERSITY BVLD. 7 8 LANDCAPE PLAN. WILL BE COMPLETED UPON APPROVAL OF THE PRELIMINARY CONCEPTUAL OR TOWN PLANNING/ZONING COMMISSION. A DETAILED PLANTING PLAN CHANGE AT THE DISCRETION OF THE OWNER, OWNER'S REPRESENTATIVE, THE LANDSCAPE PLAN IS CONCEPTUAL IN NATURE AND SUBJECT TO NOTE: BOULDER WALL BOULDER SCREEN WALLBOULDER SCREEN WALL RETAINING WALL BOULDER SCREEN WALL 8' MASONRY 5' LANDSCAPE SETBACK 10' LANDSCAPE SETBACK 30' LANDSCAPE SETBACK5' LANDSCAPE SETBACK 15' LANDSCAPE SETBACK 5' LANDSCAPE SETBACK 5' LANDSCAPE SETBACK LANDSCAPE REQUIREMENTS - NON-RESIDENTIAL REQUIRED PROVIDED PERIMETER REQUIREMENTS ALONG UNIVERSITY DRIVE (622 LF) FEET OF ROADWAY FRONTAGE 1 TREE FOR EVERY 30 LINEAR 22 22 ALONG UNIVERSITY DRIVE (622 LF) FEET OF ROADWAY FRONTAGE 15 SHRUBS FOR EVERY 30 LINEAR 311 347 FEET OF PROPERTY LINE (440 LF) TREE AND 1 SHURB PER 15 LINEAR WEST PROPERTY LINE: 1 SMALL SHRUBS TREES, 30 30 SMALL SHRUBS TREES, 36 30 SMALL FEET OF PROPERTY LINE (975 LF) TREE AND 1 SHURB PER 15 LINEAR EAST PROPERTY LINE: 1 SMALL SHRUBS TREES, 65 65 SMALL SHRUBS TREES, 65 65 SMALL RESIDENTIAL LOTS TREES AT 25' O.C. ADJACENT TO DOUBLE ROW OF EVERGREEN YES YES INTERIOR PARKING REQUIREMENTS PROVIDED (722 SPACES) FOR EACH PARKING SPACE 15 SF OF LANDSCAPING AREA 10830 21036 PARKING ONE TREE PER EVERY ROW OF YES YES SF (9' WIDE) MINIMUM LANDSCAPE ISLAND 160 YES YES FRONTAGE PARKING SCREENED FROM ROAD YES YES BUILDING LANDSCAPING REQUIREMENTS SF) GROSS BUILDING AREA* (54,547 ONE TREE PER 10,000 SF OF 6 6 *NOTE: ONE LARGE TREE = THREE SMALL TREES SECURITY FENCE RECEIVE BERMUDAGRASS HYDROMULCH. HARDSCAPE, OR SITE PAVEMENT SHALL BEDS, DECORATIVE GRAVEL, STONE WALLS, ALL AREAS THAT ARE NOT LANDSCAPE GROUND COVER NOTE: Item 6 Sheet Number Sheet Title Checked By: Drawn By: Project No.: Issued: N o . D a t e D e s c r i p t i o n R e v i s i o n Scale: W I L S O N - 1 9 2 1 R C H . . . \H A L F F \P l o t T a b l e s \P E N T A B L E . T B L P D F _ 2 D _ M O N _ F W _ M R _ 1 5 0 . p lt S h e e t i: \ 3 1 0 0 0 s \3 1 5 4 5 \C A D D \ S h e e t s \ L A - L 1 0 2 - P P L N - 3 1 5 4 5 . d g n H A L F F a h 1 7 2 7 2 : 3 4 : 0 7 P M 1 1 / 8 / 2 0 1 6 T B P E F I R M N O . F - 3 1 2 F A X ( 9 7 2 ) 9 5 6 - 0 8 4 2 T E L ( 9 7 2 ) 9 5 6 - 0 8 0 1 F L O W E R M O U N D , T E X A S 7 5 0 2 8 - 8 8 2 9 1 0 0 1 C R O S S T I M B E R S R D , S U I T E 2 0 2 0 S H E E T O F P R O S P E R , T E X A S F O R D D E A L E R S H I P P R O S P E R 31545 11/01/2016 JBM KMW AS SHOWN DATE NAME 3103 R.L.A. NO. 11/08/2016 KIRK M. WILSON FOR INTERIM REVIEW ONLY THESE DOCUM ENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FO R REGULATO RY APPROVAL, PERM IT, BIDDING OR CONSTRUCTION PURPOSES. THEY W ERE PREPARED BY OR UNDER THE SUPERVISIO N OF: TBPE FIRM # F-312 PRELIMINARY FH F H F H F H P . R . C . C . T . ( D O C . N O . 2 0 1 5 1 1 1 8 0 1 0 0 0 4 1 9 0 ) V O L . 2 0 1 5 , P G . 6 7 4 L O T 1 , B L O C K A G S T P R O S P E R , P . R . C . C . T . ( D O C . N O . 2 0 1 5 0 6 2 3 0 1 0 0 0 2 2 4 0 ) V O L . 2 0 1 5 , P G . 3 4 4 L O T 1 , B L O C K B , L O T 1 , B L O C K C , L O T 1 , B L O C K D P R O S P E R C E N T E R , L O T S 1 , 2 , 3 , & 4 , B L O C K A , 3 GAL. TEXAS LANTANA 3 GAL. 'COLOR GUARD' YUCCA 3 GAL. RED YUCCA 5 GAL. INDIAN HAWTHORN LANDSCAPE BOULDER LANDSCAPE LEGEND 3" CAL. LIVE OAK 3" CAL. CEDAR ELM 3" CAL. LACEBARK ELM 3" CAL. SHUMARD OAK 3" CAL. POSSUMHAW HOLLY 3" CAL. TEXAS REDBUD 3" CAL. YAUPON HOLLY 5 GAL. LINDHEIMER MUHLY 5 GAL. 'GREEN CLOUD' TEXAS SAGE 3 GAL. GULF MUHLY 30" O.C.3"-5" NEW MEXICO RIVER GRAVEL SEASONAL FLOWERS 3" CAL. DESERT WILLOW 3 GAL. LITTLE BLUESTEM 24" O.C. N 604530150 SCALE: 1"=30' MATCHLINE L1.01 TO CONSTRUCTION. COMPENSATION. CONTRACTOR SHALL CALL 811 FOR UTILITY LOCATION PRIOR LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL TO EXISTING UTILITIES, WHETHER SHOWN OR NOT, DAMAGED BY OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS FIELD LOCATION AND PROTECTION OF EXISTING UTILITIES WHETHER SHOWN BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL PARTICULAR UTILITY. SOME UTILITY LINES AND SURFACE LOCATIONS MAY NOT AND MAY NOT ACCURATELY REFLECTTHE SIZE AND LOCATION OF EACH EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE CONSTRUCTION PRIOR TO COMMENCING WORK. OF ALL UNDERGROUND UTILITIES IN THE VICINITY OF SHALL LOCATE HORIZONTAL & VERTICAL LOCATIONS UNDERGROUND UTILITIES IN VICINITY CONTRACTOR CAUTION!!! L1.02 PLAN LANDSCAPE CONCEPTUAL 8 8 LANDCAPE PLAN. WILL BE COMPLETED UPON APPROVAL OF THE PRELIMINARY CONCEPTUAL OR TOWN PLANNING/ZONING COMMISSION. A DETAILED PLANTING PLAN CHANGE AT THE DISCRETION OF THE OWNER, OWNER'S REPRESENTATIVE, THE LANDSCAPE PLAN IS CONCEPTUAL IN NATURE AND SUBJECT TO NOTE: 8' MASONRY SCREEN WALL 15' LANDSCAPE SETBACK 15' LANDSCAPE SETBACK 15' LANDSCAPE SETBACK 5' LANDSCAPE SETBACK 5' LANDSCAPE SETBACK SECURITY FENCE RECEIVE BERMUDAGRASS HYDROMULCH. HARDSCAPE, OR SITE PAVEMENT SHALL BEDS, DECORATIVE GRAVEL, STONE WALLS, ALL AREAS THAT ARE NOT LANDSCAPE GROUND COVER NOTE: Item 6 Page 1 of 2 To: Mayor and Tow n Council From: Alex Glushko, AICP, Senior Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Conduct a Public Hearing, and consider and act upon an ordinance amending Special Purpose Sign Distirict-4 (SPSD-4), to allow for increased wall signage height on the Gates of Prosper, Block A, Lot 7 (Texas Roadhouse), located on the east side of Preston Road, 700± feet north of US 380. (MD17-0001). Description of Agenda Item: On April 12, 2016, the Town Council adopted an ordinance for a Special Purpose Sign District for the Gates of Prosper, SPSD-4. On July 12, 2016, the Town Council adopted an ordinance amending SPSD-4 to allow for increased wall sign height on two (2) of the buildings (Dick’s Sporting Goods and Field & Stream). Since adoption of the ordinance, Texas Roadhouse requested an increased wall sign height on their building; therefore, the applicant is seeking an amendment to allow for an increase to the wall sign height allowance. The applicant has provided a letter describing the need for increased wall sign height, which is attached for reference. As shown on proposed Exhibit D-25, the applicant is proposing to increase the wall sign height to 6 feet to allow for their typical corporate identification. The Sign Ordinance permits a maximum sign height of 4 feet for buildings ranging in height from 20 feet to 30 feet. Therefore, the requested 6-feet is an increase in 2 feet from what is permitted per the Sign Ordinance. Please note that the wall sign is attached to a wood surface façade. Texas Roadhouse has submitted an application for a façade exception which will be considered by the Council at a future date. The request for increased wall sign height appears to be appropriate. Legal Obligations and Review: Notification was provided to neighboring property owners as required by the Sign Ordinance. Staff has not received any Public Hearing Notice Reply Forms. Attachments: 1.Location Map 2. Ordinance 3. Proposed SPSD Exhibits Prosper is a place where everyone matters. PLANNING Item 7 Page 2 of 2 4. Justification Memo Recommendation: Staff recommends that the Town Council approve an ordinance amending Special Purpose Sign Distirict-4 (SPSD-4), to allow for increased wall signage height on the Gates of Prosper, Block A, Lot 7 (Texas Roadhouse), located on the east side of Preston Road, 700± feet north of US 380. Proposed Motion: I move to approve an ordinance amending Special Purpose Sign Distirict-4 (SPSD-4), to allow for increased wall signage height on the Gates of Prosper, Block A, Lot 7 (Texas Roadhouse), located on the east side of Preston Road, 700± feet north of US 380. Item 7 Texas Roadhouse MD17-0001 UNIVERSITY DR CR 26 PRE S T O N R D CO L E M A N S T LO V E R S L N AM I S T A D D R LA CIM A B L V D HA W T H O R N D R ESSEX DR SUMMIT HILLS DR W I L L O W V I E W D R SH A D O W H I L L D R MAPLE HILL LN RICHLAND B L V D MO S S G L E N D R RO C K H I L L R D WIL L O W R U N CAMDEN WAY C R A I G R D WAKEFIELD ST DEL C A R M E N D R BL U E R I D G E D R LANCER LN POLK S T HU N T E R S P L EL K H O L L O W R D WHISTLER LN A R B O R R I D G E C T HICKORY HILL RD STRATFORD DR 0 490 980245 Feet ± Item 7 TOWN OF PROSPER, TEXAS ORDINANCE NO. 17-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, ADOPTING AND APPROVING AN AMENDMENT TO ORDINANCE NO. 16-43, SPECIAL PURPOSE SIGN DISTRICT-4, PURSUANT TO SECTION 3.14.012 OF THE TOWN’S CODE OF ORDINANCES, AS AMENDED, FOR 92.999 ACRES OF LAND, MORE OR LESS, COMMONLY KNOWN AS THE GATES OF PROSPER; MAKING FINDINGS; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, Section 3.14.012 of the Town’s Code of Ordinances, as amended, provides for the approval by the Town Council of the Town of Prosper, Texas (the “Town Council”), of a special district that exclusively addresses sign regulations; and WHEREAS, the special district, if approved by the Town Council, is designated a Special Purpose Sign District (“SPSD”), and in general, the purposes of an SPSD are to (1) promote consistency among signs within a development, thus creating visual harmony between signs, buildings, and other components of the property; (2) enhance the compatibility of signs with the architectural and site design features within a development; (3) encourage signage that is in character with planned and existing uses, thus creating a unique sense of place; and (4) encourage multi-tenant commercial uses to develop a unique set of sign regulations in conjunction with development standards; and WHEREAS, an application has been submitted to the Town for a SPSD for 92.999 acres of land, more or less (“the Property”), commonly known as The Gates of Prosper, generally located on the northeast corner of US Highway 380 and Preston Road in the Town; and WHEREAS, the proposed SPSD consists of signage for The Gates of Prosper, which was approved by the Town Council on February 14, 2017; and WHEREAS, all legal notices required for the creation of the proposed SPSD have been given in the manner and form set forth by law, and public hearings have been held on the proposed SPSD and all other requirements of notice and completion of such SPSD procedures have been fulfilled; and WHEREAS, the Town Council has further investigated and determined that it will be advantageous and beneficial to Prosper and its inhabitants to adopt a SPSD on the aforementioned property, subject to the terms and conditions as set forth herein. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. Item 7 Ordinance No. 17-__, Page 2 SECTION 2 There is hereby created and approved a Special Purpose Sign District on the Property. All signage on the Property, more particularly described in Exhibit A, attached hereto and incorporated herein for all purposes as if set forth verbatim, shall be subject to the Statement of Intent and Purpose, attached hereto as Exhibit B and incorporated by reference, the Sign Coordination Plan, attached hereto as Exhibit C and incorporated by reference, the detailed elevations, attached hereto as Exhibits D-1 through D-25, the Sign Schedule, attached hereto as Exhibit E and incorporated by reference. Any signage not specifically addressed in the attachments to this Special Purpose Sign District Ordinance shall comply with the Town’s Sign Ordinance, contained in Article 3.14, “Signs,” of Chapter 3, “Building Regulations,” of the Town’s Code of Ordinances, as amended. SECTION 3 No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 It shall be unlawful for any person, firm or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm or corporation to construct on said premises any signage that is not in conformity with this Ordinance. SECTION 5 Any person, firm, corporation or business entity violating this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Five Hundred ($500.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude the Town from filing suit to enjoin the violation. The Town retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 6 Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7 All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced Item 7 Ordinance No. 17-__, Page 3 for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 This Ordinance shall become effective from and after its adoption and publication as required by law. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 14TH DAY OF FEBRUARY, 2017. ___________________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 7 CASE #: MD16-0001 EXHIBIT A - METES & BOUNDS Block A Item 7 CASE #: MD16-0001 Item 7 CASE #: MD16-0001 Item 7 CASE #: MD16-0001 Block B Item 7 CASE #: MD16-0001 Item 7 CASE #: MD16-0001 Item 7 CASE #: MD16-0001 EXHIBIT B - Statement of Intent and Purpose PURPOSE The purpose and intent of this Tenant Sign Standards is to create a graphic environment that is individual and distinctive in identity for the Tenant and also compatible with other signs within the shopping center. The total concept should give an impression of quality, professionalism, and instill a good business image. Lettering shall be well-proportioned and its design, spacing and legibility shall be a major criterion for approval. The following specifications are to be used for the design of your sign; however, in all cases, final written approval must be obtained from the Landlord prior to submitting the design to the applicable entity having jurisdiction over the Project, manufacturing the signage, or installing of any signage. Landlord shall make all final and controlling determinations concerning any questions of interpretations of this sign policy. Tenant shall not be allowed to open for business without approved required signs in place. Failure to open for this reason shall not excuse the Tenant from the performance of its obligations under the Lease. The following is for The Gates of Proper project identifying deviations from, Town of Prosper, (Regulations of Signs; Ordinance Number 10-010; Updated June 26, 2012).\ PROPOSED DEVIATIONS 1. Currently the Comprehensive Sign Plan allows for a total of 16 Type “A” and Type “B” signs, equal to the number of lots in this phase of development. We respectfully request consideration to amend the Comprehensive Sign Plan to allow two additional Type “A” Monument Signs. Reason 1: Per the Comprehensive Sign Plan, Lot 3, Block B has one Type “A” sign located at the far south end of the site along Richland Blvd. The Type “A” sign along Richland Blvd. is approximately 1,400 ft. from the north end of the site along Preston Rd., and is not visible from this location. Lot 3, Block B will have between 10-15 major retail tenants who require signage and visibility from the major thoroughfares and entrances into the site. Adding an additional Type “A” sign along Preston Road will maximize tenant signage and visibility from any direction of travel. (See attached Exhibit C) Reason 2: Per the Comprehensive Sign Plan, Lot 4, Block A has one Type “B” sign located at the far south end of the site along Hwy. 380. The Type “B” sign along Hwy 380 is approximately 750 feet from Richland Blvd. at the north end of the site and is not visible from that location. We are requesting an additional Type “A” sign at the north end of the site along Richland Blvd. Lot 4, Block A will also have several anchor tenants who require signage and visibility from the major thoroughfares and entrances into the site. Adding an additional Type “A” sign along Richland Blvd. will maximize tenant signage and visibility from any direction of travel. (See attached Exhibit C) Item 7 CASE #: MD16-0001 2. Currently the Comprehensive Sign Plan allows for Anchor Tenants to have wall signage up to 5’ in height. We respectfully request consideration to amend the Comprehensive Sign Plan to allow wall signage up to 9’ in height for Anchor Tenants in specific locations as shown on the attached Exhibit C. Reason: The Anchor Tenants in the indicated locations are significant in building footprint size and in building height. Limiting the size of the wall sign to 5’ at these locations is disproportionate to the scale of the building façade and not easily visible from the approach roads. A maximum of 9’ is more in proportion with the building and is easier for a driving consumer to read. This is a major development in a wider regional trade area. It is important for the long term success of the individual tenants as well as the development to make it easy and intuitive for the customer to find their destination during the approach to and travel within the development. Appropriate signage size, location and design all contribute to the first impression and overall long term success. Item 7 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 1 THE GATES OF PROSPER / Sign Standards Prosper, Texas 1 TYPE A - UNIFIED DEVELOPMENT MONUMENT SIGN PROVIDED 6 SIGNS EXHIBIT D-1 Elevations / Sign Details 12’ UNIFIED DEVELOPMENT MONUMENT SIGN - 120 SF MAX SIMULATED STONE Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 2 THE GATES OF PROSPER / Sign Standards Prosper, Texas 2 TYPE A - UNIFIED DEVELOPMENT MONUMENT SIGN EXHIBIT D-2 Elevations / Sign Details 12’ UNIFIED DEVELOPMENT MONUMENT SIGN - 120 SF MAX SIMULATED STONE 5‘-0” SIMULATED STONE Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 3 THE GATES OF PROSPER / Sign Standards Prosper, Texas 3 TYPE A - UNIFIED DEVELOPMENT MONUMENT SIGN PROVIDED 6 SIGNS EXHIBIT D-3 Elevations / Sign Details 12’ UNIFIED DEVELOPMENT MONUMENT SIGN - 120 SF MAX SIMULATED STONE Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 4 THE GATES OF PROSPER / Sign Standards Prosper, Texas 4 TYPE B - UNIFIED DEVELOPMENT MONUMENT SIGN PROVIDED 2 SIGNS 20’ UNIFIED DEVELOPMENT MONUMENT SIGN - 120 SF MAX EXHIBIT D-4 Elevations / Sign Details SIMULATED STONE SIMULATED STONE Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 5 THE GATES OF PROSPER / Sign Standards Prosper, Texas 5 TYPE B - UNIFIED DEVELOPMENT MONUMENT SIGN 20’ UNIFIED DEVELOPMENT MONUMENT SIGN - 120 SF MAX EXHIBIT D-5 Elevations / Sign Details SIMULATED STONE SIMULATED STONE Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 6 THE GATES OF PROSPER / Sign Standards Prosper, Texas 6 TYPE C - MONUMENT SIGN SIMULATED STONE PROVIDED 10 SIGNS EXHIBIT D-6 Elevations / Sign Details MONUMENT SIGN - 64 SF Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 7 TYPE C - MONUMENT SIGN EXHIBIT D-7 Elevations / Sign Details SIMULATED STONE MONUMENT SIGN - 64 SF Note that this type of monument sign is only permitted on the fuel center lot. Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 8 THE GATES OF PROSPER / Sign Standards Prosper, Texas 8 TENANT SUITE # TENANT SUITE # TYPEFACE: ARIAL 5’-0” 4” 2” 1.5” EQ.EQ. Sherwin Williams SW7675 Sealskin RGB: R-73, G-69, B-64 TYPICAL REAR ENTRY SIGN - N.T.S.TYPICAL REAR ENTRY LETTER DETAIL - N.T.S. TYPICAL REAR DOOR TENANT SIGN EXHIBIT D-8 Elevations / Sign Details Per code, no deviations For reference only Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 9 THE GATES OF PROSPER / Sign Standards Prosper, Texas 9 Concept Elevation to identify sign area only.WEST CONCEPT ELEVATION KEYPLAN BUILDING 1 Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. Cannot exceed 60% wall length overall, if height of building is between 20 to 30 ft. SOUTH CONCEPT ELEVATION EXHIBIT D-9 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 10 THE GATES OF PROSPER / Sign Standards Prosper, Texas 10 KEYPLAN SOUTH CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 2 Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-10 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 11 THE GATES OF PROSPER / Sign Standards Prosper, Texas 11 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 3 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 60% wall length overall, if height of building is between 20 to 30 ft. EXHIBIT D-11 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 12 THE GATES OF PROSPER / Sign Standards Prosper, Texas 12 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 4 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-12 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 13 THE GATES OF PROSPER / Sign Standards Prosper, Texas 13 WEST CONCEPT ELEVATION KEYPLAN Concept Elevation to identify sign area only. BUILDING 5 Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-13 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 14 THE GATES OF PROSPER / Sign Standards Prosper, Texas 14 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 6 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-14 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 15 THE GATES OF PROSPER / Sign Standards Prosper, Texas 15 KEYPLAN WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 7 Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-15 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 16 THE GATES OF PROSPER / Sign Standards Prosper, Texas 16 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 8 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-16 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 17 THE GATES OF PROSPER / Sign Standards Prosper, Texas 17 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 9 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-17 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 18 THE GATES OF PROSPER / Sign Standards Prosper, Texas 18 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 10 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-18 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 19 THE GATES OF PROSPER / Sign Standards Prosper, Texas 19 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 11 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-19 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 20 THE GATES OF PROSPER / Sign Standards Prosper, Texas 20 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 12 KEYPLAN Per code, no deviations. Building elevations are for reference only. Cannot exceed 50% wall length overall, if height of building is greater than 30 ft. EXHIBIT D-20 Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 21 THE GATES OF PROSPER / Sign Standards Prosper, Texas 21 WEST CONCEPT ELEVATION Concept Elevation to identify sign area only. BUILDING 13 KEYPLAN Deviation from code: Requested 9’-0” Letters for Anchor Tenants EXHIBIT D-21 Item 7 3 0 ’ - 1 ” 66 ’ - 1 0 ” SI G N A D e v i a t i o n f r o m c o d e : Re q u e s t e d 3 0 ’ - 1 ” L e t t e r f o r A n c h o r T e n a n t s SI G N B Deviation from code: Re q u e s t e d 1 5 ’ - 1 ” L e t t e r f o r A n c h o r T e n a n t s EXHIBIT D-22.1 KEYPLANItem 7 EXHIBIT D-22.2 KEYPLAN SI G N C D e v i a t i o n f r o m c o d e : Re q u e s t e d 9 ’ - 0 ” L e t t e r f o r A n c h o r T e n a n t s SI G N D D e v i a t i o n f r o m c o d e : Re q u e s t e d 7 ’ - 4 ” L e t t e r f o r A n c h o r T e n a n t s Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 23 THE GATES OF PROSPER / Sign Standards Prosper, Texas 23 BUILDING 15 - ANCHOR TENANT Deviation from code: Requested 9’-0” Letters for Anchor Tenants EXHIBIT D-23 NORTH ELEVATION NORTH ELEVATION 1 of 5Prosper, TX #6300February 26, 2016 Façade Plan (North Elevation) FRONT ELEVATION (NORTH) SMOOTH FACE CMU BANDING SW 6385 “DOVER WHITE” BORAL STONE “CAPPUCCINO CREAM” BORAL STONE “CAPPUCCINO CREAM” BORAL STONE “CAPPUCCINO CREAM” BORAL STONE “CARAMEL” BORAL STONE “CARAMEL” BORAL STONE “CARAMEL” SPLIT FACE CMU PAINT SW 7522 “MEADOWLARK” SPLIT FACE CMU PAINT SW 7522 “MEADOWLARK” SPLIT FACE CMU PAINT SW 7522 “MEADOWLARK” ORNAMENTAL METAL FENCING BORAL STONE “CARAMEL” H.M. DOOR SW #7522 "MEADOWLARK" EIFS CORNICE PAINT SW #6112 "BISCUIT" EIFS CORNICE PAINT SW #6112 "BISCUIT" SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” METAL AWNING SW 7669 “SUMMIT GRAY”METAL AWNING SW 7669 “SUMMIT GRAY” OPEN TRELLIS SW 7669 “SUMMIT GRAY” OPEN TRELLIS SW 7669 “SUMMIT GRAY” T.O.M. 26’-8" T.O.M. 27-4" T.O.P. 31’-4" T.O.P. 34’-0"T.O.P. 31’-4" T.O.P. 31’-4"T.O.P. 29’-4”T.O.M. 27’-4"T.O.M. 26’-8"T.O.M. 25’-4" FIBER CEMENT BOARD “WOODGRAIN” FIBER CEMENT BOARD “WOODGRAIN”FIBER CEMENT BOARD “WOODGRAIN” FAÇADE PLAN CHECKLIST • This Facade Plan is for conceptual purposes only. All building plans require review and approval from the Building Inspection Division.• All mechanical equipment shall be screened from public view in accordance with the Comprehensive Zoning Ordinance.• When permitted, exposed utility boxes and conduits shall be painted to match the building.• All signage areas and locations are subject to approval by the Building Inspection Department.• Windows shall have a maximum exterior visible reflectivity of ten (10) percent. PRIMARY MATERIALS: MONUMENTAL OVERSIZED MASONRY UNITS = 1,930 SF (13.3%) SPLIT-FACE CMU = 7,091 SF (48.9%) SMOOTH-FACE CMU = 439 SF (3.0%) BORAL STONE = 3,624 SF (25.0%) TOTAL ELEVATION AREA = 16,086 SF WINDOWS AND DOORS AREA = 1,588 SF NET ELEVATION AREA = 14,498 SF SECONDARY MATERIALS: FIBER CEMENT BOARD = 1,122 SF (7.8%) EIFS = 292 SF (2.0%) TRENWYTH MONUMENTAL BLOCK “GRAY” MONUMENTAL INTEGRAL COLOR SPLIT FACE CMU “MOCHA” BY OLDCASTLE TRENWYTH MONUMENTAL BLOCK “GRAY” 40’-0” 26 ’ - 8 ” 16 ’ - 1 0 ” 37 ’ - 2 ” 18 ’ - 0 ” 17 ’ - 4 ” 40 ’ - 0 ” 14 ’ - 0 ” 26 ’ - 0 ” 12 ’ - 8 ” 23 ’ - 4 ” 18 ’ - 0 ” 2’ - 2 1 / 2 ” 28’-0”54’-0”34’-0”25’-0” 13’-4”76’-8”72’-0”34’-0”28’-0” 19’-0” 12’-0”117’-0”24’-0” 8’-0”9’-4”13’-4”42’-0”6’-0”10’-0”10’-0”12’-0”12’-0”17’-0”17’-4” 6’-0”6’-0”6’-0”17’-4”10’-0”10’-0”10’-0”10’-0”9’-8”17’-4” 2’-8” 2’-8” 2’-8” 584’-0” 3’-0”5’-0”2’-8”4’-0”4’-0”4’-0”2’-8” 1’ - 4 ” ( T Y P . ) 16 ” ( T Y P . ) 2’ - 0 ” ( T Y P . ) 1’ - 8 ” ( T Y P . ) 2’-8”2’-8”5’-4”3’-0” SIGN SIGN SIGN SIGN SIGN SIGN (BROWN) (BROWN) (BROWN) (BROWN)(BROWN)(BROWN) (BROWN) (BROWN) (BROWN) (BROWN)(BROWN)(BROWN) (BROWN) (BROWN) (BROWN) (BROWN) (GRAY) (GRAY) (GRAY) (GRAY) (GRAY) (GRAY)(BROWN) (BROWN) (BROWN) (BROWN) (WHITE) (BLACK)(BROWN) 23 ’ 4 ” Staff Approved March 7, 2016 1 of 5Prosper, TX #6300February 26, 2016 DESIGN REPRESENTATION ONLY – NOT FOR CONSTRUCTION The building images shown are a representation of the current design intent only. The building images may not reflect variations in color, tone, hue, tint, shading, ambient light intensity, materials, texture, contrast, font style, construction variations required by building codes or inspectors, materials or final design detailing. Façade Plan (North Elevation) FRONT ELEVATION (NORTH) SMOOTH FACE CMU BANDING SW 6385 “DOVER WHITE” BORAL STONE “CAPPUCCINO CREAM” BORAL STONE “CAPPUCCINO CREAM” BORAL STONE “CAPPUCCINO CREAM” BORAL STONE “CARAMEL” BORAL STONE “CARAMEL” BORAL STONE “CARAMEL” SPLIT FACE CMU PAINT SW 7522 “MEADOWLARK” SPLIT FACE CMU PAINT SW 7522 “MEADOWLARK” SPLIT FACE CMU PAINT SW 7522 “MEADOWLARK” ORNAMENTAL METAL FENCING BORAL STONE “CARAMEL” H.M. DOOR SW #7522 "MEADOWLARK" EIFS CORNICE PAINT SW #6112 "BISCUIT" EIFS CORNICE PAINT SW #6112 "BISCUIT" SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” SPLIT FACE CMU SW 6085 “SIMPLIFY BEIGE” METAL AWNING SW 7669 “SUMMIT GRAY”METAL AWNING SW 7669 “SUMMIT GRAY” OPEN TRELLIS SW 7669 “SUMMIT GRAY” OPEN TRELLIS SW 7669 “SUMMIT GRAY” T.O.M. 26’-8" T.O.M. 27-4" T.O.P. 31’-4" T.O.P. 34’-0"T.O.P. 31’-4" T.O.P. 31’-4"T.O.P. 29’-4”T.O.M. 27’-4"T.O.M. 26’-8"T.O.M. 25’-4" FIBER CEMENT BOARD “WOODGRAIN” FIBER CEMENT BOARD “WOODGRAIN”FIBER CEMENT BOARD “WOODGRAIN” FAÇADE PLAN CHECKLIST • This Facade Plan is for conceptual purposes only. All building plans require review and approval from the Building Inspection Division.• All mechanical equipment shall be screened from public view in accordance with the Comprehensive Zoning Ordinance.• When permitted, exposed utility boxes and conduits shall be painted to match the building.• All signage areas and locations are subject to approval by the Building Inspection Department.• Windows shall have a maximum exterior visible reflectivity of ten (10) percent. PRIMARY MATERIALS: MONUMENTAL OVERSIZED MASONRY UNITS = 1,930 SF (13.3%) SPLIT-FACE CMU = 7,091 SF (48.9%) SMOOTH-FACE CMU = 439 SF (3.0%) BORAL STONE = 3,624 SF (25.0%) TOTAL ELEVATION AREA = 16,086 SF WINDOWS AND DOORS AREA = 1,588 SF NET ELEVATION AREA = 14,498 SF SECONDARY MATERIALS: FIBER CEMENT BOARD = 1,122 SF (7.8%) EIFS = 292 SF (2.0%) TRENWYTH MONUMENTAL BLOCK “GRAY” MONUMENTAL INTEGRAL COLOR SPLIT FACE CMU “MOCHA” BY OLDCASTLE TRENWYTH MONUMENTAL BLOCK “GRAY” 40’-0” 26 ’ - 8 ” 16 ’ - 1 0 ” 37 ’ - 2 ” 18 ’ - 0 ” 17 ’ - 4 ” 40 ’ - 0 ” 14 ’ - 0 ” 26 ’ - 0 ” 12 ’ - 8 ” 23 ’ - 4 ” 18 ’ - 0 ” 2’ - 2 1 / 2 ” 28’-0”54’-0”34’-0”25’-0” 13’-4”76’-8”72’-0”34’-0”28’-0” 19’-0” 12’-0”117’-0”24’-0” 8’-0”9’-4”13’-4”42’-0”6’-0”10’-0”10’-0”12’-0”12’-0”17’-0”17’-4” 6’-0”6’-0”6’-0”17’-4”10’-0”10’-0”10’-0”10’-0”9’-8”17’-4” 2’-8” 2’-8” 2’-8” 584’-0” 3’-0”5’-0”2’-8”4’-0”4’-0”4’-0”2’-8” 1’ - 4 ” ( T Y P . ) 16 ” ( T Y P . ) 2’ - 0 ” ( T Y P . ) 1’ - 8 ” ( T Y P . ) 2’-8”2’-8”5’-4”3’-0” SIGN SIGN SIGN SIGN SIGN SIGN (BROWN) (BROWN) (BROWN) (BROWN)(BROWN)(BROWN) (BROWN) (BROWN) (BROWN) (BROWN)(BROWN)(BROWN) (BROWN) (BROWN) (BROWN) (BROWN) (GRAY) (GRAY) (GRAY) (GRAY) (GRAY) (GRAY)(BROWN) (BROWN) (BROWN) (BROWN) (WHITE) (BLACK)(BROWN) 23 ’ 4 ” Staff Approved March 7, 2016 KEYPLAN SIGN: 9’-0” HEIGHT 9’ - 0 ” Item 7 THE GATES OF PROSPER / Sign Standards Prosper, Texas 24 THE GATES OF PROSPER / Sign Standards Prosper, Texas 24 EXAMPLE OF SINGLE USER ON OUT PARCEL LOT CONCEPT FRONT ELEVATION CONCEPT SIDE ELEVATION CONCEPT SIDE ELEVATION CONCEPT REAR ELEVATION Per code, no deviations. Building elevations are for reference only. Pad site signage will be required to meet current town sign ordinance. KEYPLAN EXHIBIT D-24 Item 7 S. Maeser S. Maeser Randy Cearlock 23-39707-10 23-39707-10R2 January 4, 2017 1211 S. PRESTON RD. PROSPER, TX 75078 1 SCALE : 3/32” = 1'-0" FRONT ELEVATION-WEST ASIGN TYPE 98.7 SQ.FT. TOTAL 29'-9" 2'-8" “TEXAS” 6'-0" LOGO Area 1: 35” x 357”=86.7 Area 2: 29” x 60”=12.0 SCALE : 3/8” = 1'-0" ASIGN TYPE TEXAS ROADHOUSE CHANNEL LETTERSET LAYOUT. SIGN TYPE A Deviation from code: Request 6’ Logo for Texas Roadhouse EXHIBIT D-25 Sign Description: Channel letters made with Plex Faces, Aluminum sides, backing and Low Voltage LED Illumination. Texas Roadhouse Depicted elevations are conceptual in nature and subject to Town Council approval Item 7 EXHIBIT E - Sign Schedule / Development Standards The following will define deviations from the Town of Prosper, (Regulations of Signs; Ordinance Number 10-010; Updated June 26, 2012). 1. Unified Development Monument Signs has increased in specific lots and the variations can be found on Exhibit C - Sign Coordination Plan. A total of two (2) additional Unified Development Monument Signs were added for a total of eighteen signs (18) in the Unified Development Zone.: a. Block B, Lot 3 - Variation of permitted Unified Development Monument Sign placement in accordance to Ordinance 10-010 Section 1.09 (G) (5a) • Sign G (Type A: Unified Development Monument Sign): is less than the required 750 feet from Sign F. Reference Exhibit C. b. Block A, Lot 4 - Variation of permitted Unified Development Monument Sign placement in accordance to Ordinance 10-010 Section 1.09 (G) (5a) • Sign P (Type A: Unified Development Monument Sign): is less than the required 750 feet from Sign L. Reference Exhibit C. 3. Sign Criteria Deviations a. Sign heights shall be allowed to exceed 5’-0”, as shown on Exhibit D. b. Sign heights shall be allowed to exceed 4’-0”, as shown on Exhibit D. c. Side and Rear Elevation signs shall be allowed to exceed 36”, as shown on Exhibit D. d. Painted Signs are not permitted on any façade. e. The color of the sign face and the color of the letters shall be submitted by the Tenant for the Landlord’s approval. 4. Additional Sign Types a. “Building Address Signage” is not defined in the Sign Ordinance Number 10-010 1. “Building Address Signage” means address signage for tenants. This signage will be installed by Landlord. b. “Rear Entry Signs” are not defined in the Sign Ordinance Number 10-010. 1. “Rear Entry Signs” shall mean four (4) inch high vinyl die-cut letters for tenant’s name and two (2) inch high vinyl die-cut letters for suite number below tenant’s name, centered on the service door at five (5) feet above finish floor. The typeface for each letter must be Arial Bold and the color for each letter must match Sherwin Williams - SW7675 Sealskin. Tenant shall be responsible for the cost and installation of rear entry signage. See Exhibit D-7 “Typical Rear Door Tenant Sign” for a diagram. Item 7 Item 7 S. Maeser S. Maeser Randy Cearlock 23-39707-10 23-39707-10R2 January 4, 2017 1211 S. PRESTON RD. PROSPER, TX 75078 1 SCALE : 3/32” = 1'-0" FRONT ELEVATION-WEST ASIGN TYPE 98.7 SQ.FT. TOTAL 29'-9" 2'-8" “TEXAS” 6'-0" LOGO Area 1: 35” x 357”=86.7 Area 2: 29” x 60”=12.0 SCALE : 3/8” = 1'-0" ASIGN TYPE TEXAS ROADHOUSE CHANNEL LETTERSET LAYOUT. SIGN TYPE A Deviation from code: Request 6’ Logo for Texas Roadhouse EXHIBIT D-25 Sign Description: Channel letters made with Plex Faces, Aluminum sides, backing and Low Voltage LED Illumination. Texas Roadhouse Depicted elevations are conceptual in nature and subject to Town Council approval Item 7 EXHIBIT E - Sign Schedule / Development Standards The following will define deviations from the Town of Prosper, (Regulations of Signs; Ordinance Number 10-010; Updated June 26, 2012). 1. Unified Development Monument Signs has increased in specific lots and the variations can be found on Exhibit C - Sign Coordination Plan. A total of two (2) additional Unified Development Monument Signs were added for a total of eighteen signs (18) in the Unified Development Zone.: a. Block B, Lot 3 - Variation of permitted Unified Development Monument Sign placement in accordance to Ordinance 10-010 Section 1.09 (G) (5a) • Sign G (Type A: Unified Development Monument Sign): is less than the required 750 feet from Sign F. Reference Exhibit C. b. Block A, Lot 4 - Variation of permitted Unified Development Monument Sign placement in accordance to Ordinance 10-010 Section 1.09 (G) (5a) • Sign P (Type A: Unified Development Monument Sign): is less than the required 750 feet from Sign L. Reference Exhibit C. 3. Sign Criteria Deviations a. Sign heights shall be allowed to exceed 5’-0”, as shown on Exhibit D. b. Sign heights shall be allowed to exceed 4’-0”, as shown on Exhibit D. c. Side and Rear Elevation signs shall be allowed to exceed 36”, as shown on Exhibit D. d. Painted Signs are not permitted on any façade. e. The color of the sign face and the color of the letters shall be submitted by the Tenant for the Landlord’s approval. 4. Additional Sign Types a. “Building Address Signage” is not defined in the Sign Ordinance Number 10-010 1. “Building Address Signage” means address signage for tenants. This signage will be installed by Landlord. b. “Rear Entry Signs” are not defined in the Sign Ordinance Number 10-010. 1. “Rear Entry Signs” shall mean four (4) inch high vinyl die-cut letters for tenant’s name and two (2) inch high vinyl die-cut letters for suite number below tenant’s name, centered on the service door at five (5) feet above finish floor. The typeface for each letter must be Arial Bold and the color for each letter must match Sherwin Williams - SW7675 Sealskin. Tenant shall be responsible for the cost and installation of rear entry signage. See Exhibit D-7 “Typical Rear Door Tenant Sign” for a diagram. Item 7 Page 1 of 2 01 Memorandum 07.01.05 C:\Users\phubert\Desktop\Town of Prosper Justification Letter 5jan17.docx Memorandum January 5, 2017 To Planning & Zoning Commission & Town Council Town of Prosper Project Texas Roadhouse – Prosper, TX Project # 20140731.0 From Paula Hubert Re Texas Roadhouse Sign Amendment Gates of Prosper Copies Dear Planning Staff & Board Members- On behalf of our client, Texas Roadhouse, please consider this justification letter in conjunction with the Sign Amendment Submittal provided for your review. Texas Roadhouse is seeking approval for the use of a 6’ high logo, which deviates from the 4’ high maximum sign permitted by code. We offer the following supporting evidence with respect to the Design Guidelines outlined in Section 1.12 E of the Town of Prosper Sign Ordinance in support of this sign. Please see below for the applicable sections of the Sign Ordinance and key points addressing how the non-conforming Texas Roadhouse sign complies with the design standards pertaining to a Special Purpose Sign District: 1. Compatibility with surroundings  The scale of the sign is proportional to the location on the façade upon which it is placed.  The size and shape of the sign is appropriately scaled to the details and context of the building design.  The size of the sign does not overwhelm the area where it is located.  Most the sign is below the 4’ height permitted by code, with only a small fraction of the logo exceeding the 4’. 2. Location and mounting  The sign is located and mounted on the front elevation, facing Preston Road – State Highway 289 and this placement respects the design of the site, since the sign will address the major arterial which is adjacent to the site.  The sign placement respects the building design as it is placed on the main facade, symmetrically located between two design elements and accented with a gabled roof element. The sign is also placed so it does not obscure any windows, trim, details, peris or other ornamental features. 3. Color  The sign includes a limited selection of colors and is predominantly red text along with the Texas Roadhouse logo that includes accents of holly green, yellow and black with a white outline.  The colors of the sign will contrast with the clear stained cedar background upon which it is located, to make the sign easy to read both in daytime and nighttime. Item 7 Page 2 of 2 01 Memorandum 07.01.05 C:\Users\phubert\Desktop\Town of Prosper Justification Letter 5jan17.docx 4. Materials  The sign is comprised of durable materials, that are both compatible and appropriate for a commercial restaurant use and includes aluminum and acrylic. 5. Sign legibility  The Texas Roadhouse sign is concise and conveys the restaurant brand with a logo as well as the restaurant name.  The text is limited to only two font types and is scaled appropriately for where it is placed on the façade. 6. Sign illumination  The sign is comprised of channel letters with an acrylic face and is internally illuminated with an LED light source.  The sign is mounted directly to the facade and the backdrop is clear stained cedar, integrating the sign into the building design. 7. Shopping Center Monument Signs  This does not apply, no monument sign proposed. 8. Shopping Center Store Signage  This does not apply, no shopping center store signs proposed 9. Multi-story Corporate Offices and Hotels  This does not apply, project is a restaurant use. Thank you for your consideration of our submittal and the above points. I look forward to receiving your input and approval. Please feel free to contact me if any additional information or explanation is required at this time, I can be reached at (224)310-5072 or at phubert@greenbergfarrow.com. Thank you. End of Memorandum Item 7 Page 1 of 2 On To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Conduct a Public Hearing, and consider and act upon a request for a Variance to the Sign Ordinance, to allow for increased wall signage height, for Longo Toyota, located on the northwest corner of US 380 and Mahard Parkway. (V17-0001). Description of Agenda Item: On December 15, 2015, the Planning & Zoning Commission approved a Site Plan for a 41,105 square foot Toyota automobile dealership. The Sign Ordinance limits the height of wall signs for buildings 20-30 feet in height to a maximum of 4 feet. The applicant is requesting to allow for a maximum sign height of 14 feet, in order to be consistent with the corporate branding and image of Toyota. The Sign Ordinance contains five criteria to be considered in determining the validity of a sign variance request. The applicant has provided a response letter addressing these criteria. 1.The literal enforcement of the sign regulations will create an unnecessary hardship or a practical difficulty on the applicant; 2.The proposed sign shall not adversely impact and will be wholly compatible with the use and permitted development of the adjacent property (visibility, size, etc.); 3.The proposed sign shall be of a unique design or configuration; 4.The special exception is needed due to a hardship caused by restricted area, shape, topography, or physical features that are unique to the property or structure on which the proposed sign would be erected, and such hardship is not self imposed; and 5.The special exception will substantially improve the public convenience and welfare and does not violate the intent of this Ordinance. Staff’s believes that this request is in harmony with the intent of the Sign Ordinance and is reasonable given the setback from US 380, an ultimate six-lane divided highway, and that the criteria for variance approval has been satisfied. Prosper is a place where everyone matters. PLANNING Item 8 Page 2 of 2 Legal Obligations and Review: Notification was provided to neighboring property owners as required by the Sign Ordinance. Staff has not received any Public Hearing Notice Reply Forms. Attached Documents: 1. Location map 2. Sign Variance exhibits 3. Request letter 4. Example Photos 5. Site and Façade Plans Staff Recommendation: Staff recommends the Town Council approve a Variance to the Sign Ordinance, to allow for increased wall signage height, for Longo Toyota, located on the northwest corner of US 380 and Mahard Parkway. Proposed Motion: I move to approve a Variance to the Sign Ordinance, to allow for increased wall signage height, for Longo Toyota, located on the northwest corner of US 380 and Mahard Parkway. Item 8 V17-0001 UNIVERSITY DR CR 2 6 LEG A C Y D R PRAIRIE DRBOTTLEBR U S H D R SPEA R G R A S S L N MA H A R D P K W Y WINECUP RD CANARY GR A S S L N CELESTIAL D R CR 2 6 PR A I R I E D R 0 325 650162.5 Feet ± Item 8 SI-21 SI-21 15 ’ - 0 ” 24 ’ - 4 ” 26 ’ - 4 ” Sign Item Page # Project ID All rights reserved. The artwork depicted here in are copyright and are the exclusive property of Pattison Sign Group and as such cannot be reproduced in whole or in part without written permission by Pattison Sign Group. 120V Other Customer Approval Date 347V Electrical Requirements *Voltage needs to be specified prior to customer approval Date: Scale: Sales: Designer: Revision Note: MasterArtwork ConceptualArtwork Rev. #: Date: Information Required: Fluorescent, Neon and HID lamps contain Mercury (HG). Dispose of the lamps according to Local, Provincial, State or Federal Laws. This sign to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. 555 Ellesmere Road Toronto, Ontario, Canada M1R 4E8 www.pattisonsign.com (T) 416.759.1111 (F) 1.855.759.4965 (TF) 1.800.268.6536 SL90 - Illuminated Logo & Letters Panned & embossed clamshell trim Lexan Polycarbonate: Bayer Red D99 Aluminum Coil Pre-Painted red 3M 3635-20B block out vinyl applied second surface Illuminated with red LED Electrical hook-up by others Bayer Red D99 3M 3635-20B Block out vinylinside view block-out vinyl area 68.69 SQ. FT. 41.86 SQ. FT. 7' - 6 " 2' - 7 1 5 / 1 6 " 1' - 1 5 / 8 " 11 ' - 2 1 5 / 1 6 " 11 ' - 3 1 5 / 1 6 " 11'-7 1/8" 15'-8 3/4" Toyota Brand Overall Perimeter 11'-2 15/16" x 15'-8 3/4" 176.87 SQ. FT. Toyota Brand Elements 110.55 SQ. FT. Oct-20-2016 1/4”=1' L. Slinger A. Ioannou LS4-11956 OP00005 Longo Toyota Prosper 2100 W. University Dr. Prosper, TX LONGO PROSPER SL90 PDNN-27 NORTH ELEVATION 10" EQEQCL Sign exceeds maximum sign height (4') as allowed by the Sign Ordinance. Item 8 January 27, 2017 Mr. John Webb, AICP Director of Development Services Town of Prosper P.O. Box 307 Prosper, TX 75078 Dear Mr. Webb, We are very excited to be building a world-class retail automotive facility, to serve the Town of Prosper, in the years to come. We are looking forward to working with you and your team to ensure that this facility; both meets Toyota’s brand standards and is a place that the Prosper community, can be proud of. Attached you will find a signage layout for our dealership developed by Pattison Sign Group (Toyota’s signage business partner). We have made a few changes to our signage plans from what was originally submitted, in order to better comply with the Town’s signage requirements. We reduced the size of the building signage on the east facing elevation, which was 4 feet, 3 inches tall by 25 feet wide and we decreased the sign to 3 feet, 5 inches tall by 20 feet 8 inches wide. However, in order to meet Toyota’s brand signage requirements, we need to request a variance for portal sign. This sign is the Toyota brand logo located on the front entry portal of the building. The size and spacing of this entry portal signage is a requirement for all Toyota dealers nationwide. The Town of Prosper requires the wall sign limit on height to 4 feet and Toyota is requesting 11 feet, 4 inches. On behalf of Longo Toyota of Prosper, I am pleased to submit the attached signage variance package to the Town of Prosper for Portal sign SL90. This variance request is submitted in order to meet Toyota’s brand signage requirements for its dealerships and we believe that this request meets the Town’s variance requirements for the regulation of signs as follows: (1) The literal enforcement of the sign regulations will create an unnecessary hardship or a practical difficulty on the applicant. Toyota requires the exact signage configuration and layout on all Toyota entry portals. The placement of the Toyota letters and Toyota symbol are branding standards required by Toyota for all Toyota dealers. If the design is not approved, Longo Toyota of Prosper will be placed into a precarious position with Toyota as the dealership will not be in compliance with Toyota’s branding requirements. Our request is consistent with the portal entry design originally submitted during the Special Use Permit approval process. Item 8 (2) The proposed sign shall not adversely impact and will be wholly compatible with the use and permitted development of the adjacent property (visibility, size, etc.); The proposed layout of the Toyota symbol and Toyota letters on the entry portal will not adversely impact adjacent property in any way. The portal is attached to the front of the building. the building will be in the middle of the site and not close to existing property lines; nor will it impact future adjacent developments. (3) The proposed sign shall be of a unique design or configuration; The placement and layout of the Toyota symbol and Toyota letters on the entry portal are of a unique design specific to the branding guidelines required of all Toyota dealers. (4) The special exception is needed due to a hardship caused by restricted area, shape, topography, or physical features that are unique to the property or structure on which the proposed sign would be erected, and such hardship is not self-imposed; If the required placement and layout of the Toyota symbol and Toyota letters are not approved, we will not be compliant with our Toyota franchise agreement. Additionally, we will be forced to incur substantial architectural and construction costs due to being required to re-design the entry portal and other building design as needed. This will also significantly delay the project. (5) The special exception will substantially improve the public convenience and welfare and does not violate the intent of this article. We believe the requested exception will benefit public convenience. The Toyota entry portal is widely recognized as Toyota and easily seen. Highway 380 has substantial traffic and the portal serves to clearly identify our dealership to the public. In addition to the layout, I have attached some additional documentation to support our request as follows: • A letter from Toyota Motor Sales, USA outlining Toyota’s brand signage and image requirements. • Photos of the required entry portal signage at other Toyota Image USA dealerships in the state of Texas. Thank you for your consideration with our signage request and the ability to serve the Town of Prosper. Best Regards, Kara Brinley Vice-President & General Manager Item 8 Grapevine, Texas Item 8 Burleson, Texas Item 8 Dallas, Texas Item 8 Variable width ROW Va r i a b l e w i d t h R O W H TRO N Scale: 1" = 50' December, 2015 SEI Job No. 15-164 LEGEND 1/2" IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED IRON ROD FOUND CAPPED IRON ROD FOUND IRON PIPE FOUND ALUMINUM MONUMENT FOUND CONTROL MONUMENT EASEMENT UTILITY DRAINAGE EASEMENT DRAINAGE AND UTILITY EASEMENT UTILITY EASEMENT WATER EASEMENT SANITARY SEWER EASEMENT SIDEWALK EASEMENT STREET EASEMENT FIRELANE, ACCESS, & UTILITY EASEMENT WASTE WATER EASEMENT RIGHT-OF-WAY BUILDING LINE CABINET VOLUME PAGE NUMBER NOT TO SCALE INSTRUMENT OR DOCUMENT DEED RECORDS, COLLIN COUNTY, TEXAS PLAT RECORDS, COLLIN COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Contact: Kevin Wier LOCATION MAP 1" = 1000' PROJECT LOCATION SITE PLAN Case No. D15-0090 GST PROSPER BLOCK A, LOT 1 IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS COLLIN CO. SCHOOL LAND SURVEY, ABST. NO. 147 15.121 Acres Current Zoning: CC (Commercial Corridor) PD-43 w/ SUP-9 OWNER / APPLICANT DALH - PROSPER, LLC 1375 Enclave Parkway Houston, TX 77077 Telephone: (713) 580-3300 Contact: Josh Holm 10/24/2016 Item 8 D E C E M B E R 2 1 2 0 1 6 v . 6 35 SF / 1% Coverage 2,095 SF / 60% Coverage 1,234 SF / 33% Coverage 202 SF / 5% Coverage 65 SF / 1% Coverage Total Facade Area : 6,175 SF Glazing Surface Area : 1,550 SF 50 SF / 1% Coverage 3,550 SF / 75% Coverage 110 SF / 3% Coverage 298 SF / 7% Coverage 155 SF / 4% Coverage 460 SF / 10% Coverage Total Facade Area : 7,040 SF Glazing Surface Area : 455 SF 50 SF / 1% Coverage 5,300 SF / 80% Coverage 425 SF / 6% Coverage 210 SF / 3% Coverage 600 SF / 10% Coverage 90 SF / .5% Coverage 3,335 SF / 77% Coverage 238 SF / 3% Coverage 110 SF / 2% Coverage 50 SF / 2% Coverage 875 SF / 15.5% Coverage Total Facade Area : 5,764 SF Glazing Surface Area : 1,096 SF Total Facade Area : 957 SF Glazing Surface Area : 295 SF Total Facade Area : 957 SF Glazing Surface Area : 295 SF 530 SF / 80% Coverage 132 SF / 20% Coverage 484 SF / 39% Coverage 98 SF / 8% Coverage 88 SF / 8% Coverage 577 SF / 45% Coverage 530 SF / 80% Coverage 132 SF / 20% Coverage 484 SF / 39% Coverage 98 SF / 8% Coverage 88 SF / 8% Coverage 577 SF / 45% Coverage Total Facade Area : 5,431 Glazing Surface Area : 1,800 SF 24'-4"26'-4" 15'-0" 30'-3" 26'-4"24'-8" Revised 12/21/2016 Item 8 Page 1 of 2 To: Mayor and Town Council From: Hulon T. Webb, Jr. P.E., Executive Director of Development and Community Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Conduct a Public Hearing to receive public comments concerning the amendment of the land use assumptions and capital improvements plan, and the imposition of an impact fee for water, wastewater, and roadway utilities. (MD16-0012). History: At the November 8, 2016, meeting, the Town Council continued the Public Hearing to the February 14, 2017 meeting, and requested that staff provide additional information on trends from previous impact fee studies, as well as a comparison of the Town’s current impact fees, the maximum allowable fees, and the actual impact fees collected by the Town. Description of Agenda Item: At the January 25, 2017, Strategic Planning Session, staff presented information as requested by Town Council at the November 8, 2016, meeting. As a result, Council was in agreement that the water and wastewater impact fees should be considered at 50% of the maximum allowable fee per the impact fee study. As for roadway impact fees, direction was provided to consider single family residential uses at 40% of the maximum allowable fee, and regarding non- residential uses, direction was provided to consider assessing the roadway impact fees at 50% of the maximum allowable rate for all uses, except as follows: •Assess at 25% of the maximum allowable rate for the following uses: o All Office Uses o Day Care o Department Store o Home Improvement Store o Hotel o Movie Theater o Non-Fast Food Restaurants o Shopping Center o Supermarket o Toy Superstore Prosper is a place where everyone matters. DEVELOPMENT AND COMMUNITY SERVICES Item 9 Page 2 of 2 Budget Impact: The amount of impact fees assessed and collected directly impacts the amount of funds the Town is able to use to offset the cost of capital improvements. Legal Obligations and Review: The impact fee update process has been performed in accordance with Section 395 of the Texas Local Government Code. Attached Documents: 1. Draft Impact Fee Report 2. Strategic Planning Session Impact Fee Presentation CIAC Recommendation: On October 4, 2016, the CIAC: 1. Accepted the land use assumptions, capital improvements plan, and impact fee calculations as outlined in the draft impact fee study; and 2. Recommended the Town Council set the water, wastewater, and roadway impact fees at the maximum allowable fee per the impact fee study Town Staff Recommendation: Town staff recommends the Town Council approve amending the Town’s impact fee ordinance, including the updated LUA and CIP, based on the direction provided at the Strategic Planning Session. Proposed Motion: I move to approve an amendment to the Town’s impact fee ordinance, including the updated LUA and CIP, based on setting the water and wastewater impact fees at 50% of the maximum allowable fee per the impact fee study, single family residential roadway impact fees at 40% of the maximum allowable fee, and non-residential roadway impact fees at 50% of the maximum allowable fee except that the following uses at 25% of the maximum allowable fee per the impact fee study: All Office Uses, Day Care, Department Store, Home Improvement Store, Hotel, Movie Theater, Non-Fast Food Restaurants, Shopping Center, Supermarket, and Toy Superstore. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper DRAFT Water, Wastewater, and Roadway Impact Fee Report October 2016 Prepared for: Town of Prosper Prepared by: FREESE AND NICHOLS, INC. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 (817) 735-7300 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report October 2016 Prepared for: Town of Prosper Prepared by: FREESE AND NICHOLS, INC. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 817-735-7300 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MELISSA BRUNGER, P.E., TEXAS NO. 106372 ON OCTOBER 27, 2016. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF KEVIN ST. JACQUES, P.E., TEXAS NO. 69700 ON OCTOBER 27, 2016. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper i TABLE OF CONTENTS Executive Summary ........................................................................................................................ ES-1 1.0 BACKGROUND ..................................................................................................................... 1-1 2.0 LAND USE ASSUMPTIONS................................................................................................ 2-2 2.1 Service Area ............................................................................................................... 2-2 2.2 Historical Population ................................................................................................. 2-2 2.3 Projected Population ................................................................................................. 2-3 2.4 Land Use .................................................................................................................... 2-5 3.0 WATER AND WASTEWATER ANALYSIS ..................................................................... 3-1 3.1 Existing Water and Wastewater Systems .................................................................. 3-1 3.2 Water and Wastewater Model Update and Calibration ........................................... 3-2 3.2.1 Water Model ...................................................................................................... 3-2 3.2.2 Wastewater Model............................................................................................. 3-3 3.3 Water and Wastewater Load Projections ................................................................. 3-3 3.4 Design Criteria ........................................................................................................... 3-6 3.4.1 Water Design Criteria ......................................................................................... 3-6 3.4.2 Wastewater Design Criteria ............................................................................. 3-11 3.5 Water and Wastewater System Improvements ...................................................... 3-11 3.6 Water and Wastewater Impact Fee Analysis .......................................................... 3-17 3.6.1 Eligible CIP Costs............................................................................................... 3-17 3.6.2 Service Units ..................................................................................................... 3-22 3.6.3 Maximum Impact Fee Calculations .................................................................. 3-24 4.0 ROADWAY IMPACT FEE ANALYSIS .............................................................................. 4-1 4.1 Methodology ............................................................................................................. 4-3 4.2 Roadway Impact Fee Calculation Inputs ................................................................... 4-4 4.2.1 Land Use Assumptions ....................................................................................... 4-4 4.2.2 Capital Improvements Plan ................................................................................ 4-5 4.3 Methodology For Roadway Impact Fees ................................................................... 4-9 4.3.1 Service Area ........................................................................................................ 4-9 4.3.2 Service Units ....................................................................................................... 4-9 4.3.3 Cost Per Service Unit ........................................................................................ 4-12 4.3.4 Cost of the CIP .................................................................................................. 4-12 4.3.5 Service Unit Calculation ................................................................................... 4-18 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ii 4.4 Impact Fee Calculation ............................................................................................ 4-23 4.4.1 Maximum Assessable Roadway Impact Fee Per Service Unit .......................... 4-23 4.4.2 Plan For Awarding the Roadway Impact Fee Credit ........................................ 4-25 4.4.3 Service Unit Demand Per Unit of Development .............................................. 4-27 4.5 Sample Calculations ................................................................................................. 4-30 4.6 Conclusion ............................................................................................................... 4-32 LIST OF TABLES Table 1-1 Abbreviations ......................................................................................................... 1-2 Table 2-1 Historical Population .............................................................................................. 2-3 Table 2-2: Projected Water Service Population ...................................................................... 2-4 Table 2-3 Projected Wastewater Service Population ............................................................ 2-4 Table 2-3 Developed Non-residential Acreage ...................................................................... 2-5 Table 3-1 Historical Water Demands ..................................................................................... 3-4 Table 3-2 Water Demand Projections Design Criteria ........................................................... 3-5 Table 3-3 Water Demand Projections ................................................................................... 3-5 Table 3-4 Historical Wastewater Flow to NTMWD ................................................................ 3-6 Table 3-5 Wastewater Flow Projections ................................................................................ 3-6 Table 3-6 Water System CIP Summary ................................................................................ 3-12 Table 3-7 Wastewater System CIP Summary ....................................................................... 3-15 Table 3-8 Water System Impact Fee Eligible Project Summary .......................................... 3-18 Table 3-9 Wastewater System Impact Fee Eligible Project Summary ................................. 3-19 Table 3-10 Service Unit Equivalencies ................................................................................... 3-23 Table 3-11 Water Service Units ............................................................................................. 3-23 Table 3-12 Wastewater Service Units .................................................................................... 3-24 Table 3-13 Impact Fee by Meter Size .................................................................................... 3-26 Table 4-1 Land Use Assumptions for Roadway Impact Fees ................................................. 4-5 Table 4-2 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 1 . 4-6 Table 4-3 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 2 . 4-7 Table 4-4 Service Volumes for Proposed Facility Types ...................................................... 4-11 Table 4-5 Service Volumes for Existing Facility Types ......................................................... 4-11 Table 4-6 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Projections – Service Area 1 ..................................................................................... 4-16 Table 4-7 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Opinions – Service Area 2 ......................................................................................... 4-17 Table 4-8 Service Unit Equivalency Calculations ................................................................. 4-21 Table 4-9 10 Year Growth Projections ................................................................................. 4-22 Table 4-10 Maximum Assessable Roadway Impact Fee ........................................................ 4-26 Table 4-11 Land Use / Vehicle-Mile Equivalency Table (LUVMET) ........................................ 4-29 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper iii LIST OF FIGURES Figure 2-1 Population by Planning Area .................................................................................. 2-4 Figure 2-2 Non-residential Acreage by Planning Area ............................................................ 2-6 Figure 3-1 UPP Recommended Ground Storage Capacity ...................................................... 3-8 Figure 3-2 LPP Recommended Ground Storage Capacity ....................................................... 3-8 Figure 3-3 UPP Recommended Firm Pumping Capacity ......................................................... 3-9 Figure 3-4 LPP Recommended Firm Pumping Capacity .......................................................... 3-9 Figure 3-5 UPP Recommended Elevated Storage Capacity .................................................. 3-10 Figure 3-6 LPP Recommended Elevated Storage Capacity ................................................... 3-10 Figure 3-7 Buildout Water System Capital Improvement Projects ....................................... 3-13 Figure 3-8 Buildout Wastewater System Capital Improvement Projects ............................. 3-16 Figure 3-9 Water System Impact Fee Capital Improvement Projects................................... 3-20 Figure 3-10 Wastewater System Impact Fee Capital Improvement Projects ........................ 3-21 Figure 4-1 CIP for Roadway Impact Fees ................................................................................ 4-8 LIST OF APPENDICES Appendix A Water System Model Calibration Data Appendix B Wastewater System Flow Monitoring and Model Validation Data Appendix C Water Demand and Wastewater Flow Projections Appendix D Water System Project Cost Estimates Appendix E Wastewater System Project Cost Estimates Appendix F Roadway Project Cost Estimates Appendix G CIP Service Units of Supply Appendix H Existing Roadway Facilities Inventory Appendix I Impact Fee Ordinance Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-1 EXECUTIVE SUMMARY The purpose of this report is to present the methodology used in the development and calculation of water, wastewater, and roadway impact fees for the Town of Prosper. The methodology used herein satisfies the requirements of the Texas Local Government Code Chapter 395 for the establishment of impact fees. Texas Local Government Code Chapter 395 requires an impact fee analysis before impact fees are set. Chapter 395 requires that land use assumptions and capital improvement plans be updated at least every five years, and the Town of Prosper last performed an impact fee analysis in 2011. Maximum Allowable Water Impact Fee The cost of water capital improvements to serve development projected to occur between 2016 and 2026 is $52,625,355. A 4.0% interest rate was used to calculate financing costs. The increase in the number of service units due to growth over the next ten years is projected as 9,178 service units. The maximum allowable water impact fee with the credit is $3,821 per service unit. The maximum allowable water impact fee calculation is summarized as follows: Water Impact Fee: Impact Fee Eligible Capital Improvement Costs $52,625,355 Financing Costs $17,504,846 Total Eligible Costs $70,130,201 Growth in Service Units 9,178 Maximum Water Impact Fee = Total Eligible Costs/Growth in Service Units = $70,130,201/9,178 = $7,641 per Service Unit Maximum Allowable Water Impact Fee = Maximum Impact Fee – Credit (50%) = $7,641- $3,821 = $3,821 per Service Unit Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-2 Maximum Allowable Wastewater Impact Fee The cost of wastewater system capital improvements to serve development projected to occur between 2016 and 2026 is $38,668,633. A 4.0% interest rate was used to calculate financing costs. The increase in the number of service units due to growth over the next ten years is projected as 9,130 service units. The maximum allowable wastewater impact fee with the credit is $2,822 per service unit. The maximum allowable wastewater impact fee calculation is summarized as follows: Impact Fee Eligible Capital Improvement Costs $38,668,633 Financing Costs $12,862,402 Total Eligible Costs $51,531,035 Growth in Service Units 9,130 Maximum Wastewater Impact Fee = Total Eligible Costs/Growth in Service Units = $51,531,035/9,130 = $5,644 per Service Unit Maximum Allowable Wastewater Impact Fee = Maximum Impact Fee – Credit (50%) = $5,644 - $2,822 = $2,822 per Service Unit Maximum Allowable Roadway Impact Fee The total cost of roadway capital improvements to serve future development projected to occur between 2016 and 2026 is $271,171,548. The Town has historically not collected the maximum allowable impact fee. By the requirements of Chapter 395, to collect the maximum fee would require a specific finance study. In the alternative, the Town must credit the cost of the CIP by 50%. The increase in the number of service units due to growth over the next ten year period is 100,840 vehicle-miles. With the 50% credit to the CIP, the maximum allowable roadway impact fee is $1,261 in Service Area 1 and $956 in Service Area 2. The maximum allowable roadway impact fee calculation for each service area is summarized as follows: Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-3 Service Area 1: West of Railroad Tracks Growth in Service Units (veh-mi) 50,227 Cost of CIP and Financing Attributable to New Development $126,759,177 Maximum Roadway Impact Fee = Cost Attributable to New Dev./Growth in Serv Units = $126,759,177 / 50,227 = $2,522 per Service Unit Maximum Allowable Roadway Impact Fee = Maximum Impact Fee – Credit (50%) = $2,522 - $1,261 = $1,261 per Service Unit Service Area 2: East of Railroad Tracks Growth in Service Units (veh-mi) 50,613 Cost of CIP and Financing Attributable to New Development $96,859,500 Maximum Roadway Impact Fee = Cost Attributable to New Dev./Growth in Serv Units = $96,859,500 / 50,613 = $1,912 per Service Unit Maximum Allowable Roadway Impact Fee = Maximum Impact Fee – Credit (50%) = $1,912 - $956 = $956 per Service Unit Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 1-1 1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact fees can be created and assessed. Chapter 395 defines an impact fee as “a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to the new development.” In September 2001, Senate Bill 243 amended Chapter 395 thus creating the current procedure for implementing impact fees. Chapter 395 identifies the following items as impact fee eligible costs: · Construction contract price · Surveying and engineering fees · Land acquisition costs · Fees paid to the consultant preparing or updating the capital improvements plan (CIP) · Projected interest charges and other finance costs for projects identified in the CIP Chapter 395 also identifies items that impact fees cannot used to pay for, such as: · Construction, acquisition, or expansion of public facilities or assets other than those identified on the capital improvements plan · Repair, operation, or maintenance of existing or new capital improvements · Upgrading, updating, expanding, or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental, or regulatory standards · Upgrading, updating, expanding, or replacing existing capital improvements to provide better service to existing development · Administrative and operating costs of the political subdivision Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 1-2 · Principal payments and interest or other finance charges on bonds or other indebtedness, except as allowed above In December 2015, the Town of Prosper authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the Town’s water and wastewater systems as well as a roadway system impact fee analysis. The purpose of this report is to present the methodology used in the development and calculation of water, wastewater, and roadway impact fees for the Town of Prosper. The methodology used herein satisfies the requirements of the Texas Local Government Code Chapter 395 for the establishment of water, wastewater, and roadway impact fees. Table 1-1 provides a list of abbreviations used in this report. Table 1-1 Abbreviations Abbreviation Full Nomenclature CIP Capital Improvements Plan CIAC Capital Improvements Advisory Committee ETJ Extra-territorial Jurisdiction hp Horse Power GIS Geographic Information System gpad Gallons Per Acre per Day gpcd Gallons Per Capita Per Day ITE Institute of Transportation Engineers FNI Freese and Nichols, Inc. LPP Lower Pressure Plane MGD Million Gallons per Day NHTS National Household Travel Survey NCTCOG North Central Texas Council of Governments NTMWD North Texas Municipal Water District PD Positive Displacement PS Pump Station psi Pounds per square inch SCADA Supervisory Control and Data Acquisition TCEQ Texas Commission on Environmental Quality UPP Upper Pressure Plane UTRWD Upper Trinity Regional Water District WWTP Wastewater Treatment Plant Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-2 2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water, wastewater, and roadway systems. Water demands and wastewater flows depend on the residential population and commercial development served by the systems and determines the sizing and location of system infrastructure. Residential population and commercial development projections are also required to size roadway facilities in terms of number of dwelling units and employment. Land use assumptions for the purpose of roadway impact fees can be found in Section 4.2.1. A thorough analysis of historical and projected populations, along with land use, provides the basis for projecting future water demands and wastewater flows. 2.1 Service Area The service area for Town of Prosper’s water and wastewater systems is defined as the Town limits and the existing extra-territorial jurisdiction (ETJ). The current boundary of the service area encompasses the entire Town limits. The area within the Town limits and west of the BNSF railroad is largely undeveloped at this time. Figures 2-1 and 2-2 illustrate the water and wastewater service area. For the purpose of calculating roadway impact fees, the Town of Prosper was divided into two service areas with the BNSF railroad being the divider. Figure 4-1 illustrates the two roadway service areas. 2.2 Historical Population The Town of Prosper provided yearly population data from 2005 through 2015. The data indicated an annual average growth rate of 14.9% over the last 10 years. Table 2-1 presents the historical populations for the Town of Prosper. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-3 Table 2-1 Historical Population Year Population(1) Population Growth Growth Rate 2005 4,100 - - 2006 5,250 1,150 28.0% 2007 6,050 800 15.2% 2008 6,350 300 5.0% 2009 7,100 750 11.8% 2010 9,350 2,250 31.7% 2011 11,160 1,810 19.4% 2012 12,190 1,030 9.2% 2013 13,380 1,190 9.8% 2014 14,710 1,330 9.9% 2015 15,970 1,260 8.6% Average - - 14.9% (1)Historical population is based on NCTCOG and Census data. 2.3 Projected Population Town of Prosper Development Services provided population projections and non-residential growth in the form of GIS shapefiles. This data consisted of planning areas, small areas of land with a designated land use, with their projected population and non-residential acreage for each planning period. A large portion of the projected growth is expected to take place in the largely undeveloped area west of the BNSF railroad. Town of Prosper Development Services is forecasting significant residential growth alongside substantial non-residential development in this area in the next five to ten years. The area east of the BNSF railroad within the Town limits will continue to experience steady population growth as it is currently not completely built out. Table 2-2 and Table 2-3 present the population projections for the Town of Prosper water and wastewater service areas, respectively. Since a portion of the population is currently served by septic systems, the wastewater population served is smaller in 2016, 2021, and 2026. Planning areas 115 and 64 are located in the northeast area of the Town and projected to experience growth in the next ten years. Since there is no existing or proposed wastewater infrastructure in this area over the next ten years, it is assumed the additional population will be served by septic systems. There is a CIP project after 2026 to convert the existing septic system population to the Prosper wastewater system. Figure 2-1 shows the population projections by planning area. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-4 Table 2-2 Projected Water Service Population Year Population Average Annual Population Growth Average Annual Growth Rate 2016 17,800 - - 2021 27,888 2,018 8.7% 2026 40,976 2,618 8.7% Buildout 80,494 - - Table 2-3 Projected Wastewater Service Population Year Population Average Annual Population Growth Average Annual Growth Rate 2016 15,485(1) - - 2021 25,517 2,006 8.7% 2026 38,514 2,599 8.7% Buildout 80,494 - (1) It is assumed that 2,315 residents have septic systems and are not currently connected to the city's wastewater collection system. Year Population Average Annual Population Growth Average Annual Growth Rate 2016 15,485(1) - - 2021 25,517 2,006 8.7% 2026 38,514 2,599 8.7% Buildout 80,494 - (1) It is assumed that 2,315 residents have septic systems and are not currently connected to the city's wastewater collection system. Item 9 DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 580000 70000 620000 140000 80003,300 472506001,0203,500 61507507507761 718001,6071,8002,412 64759815815815 56004003,700 73998998998998 721,8002,6072,8472,847 6603091,0202,700 6501,0001,6203,500 74790790790790 1110000 320000 1390000 600808202,400 681,2002,4072,5802,580 691,1002,6003,0053,005 280006,553 5460400400100 5301005002,400 9296296296296 1340000 262151,6001,8001,909 1915214012550 1064008001,0001,048 511,7141,6971,7141,714 12700400800 130006002,363 350000 1080000 1000200600 781,0001,5072,0002,204 230000 29007501,500 113571643643643 701,2501,1001,2571,257 2500200750 340000 30000 133004001,025 2701001,0201,120 50854800855854 109000725 20415518518518 136004001,100 1260000 26914340 1100000 440003,600 390000 460068120120000 60000 10000 130000 150000 13100300750 870000 420000 54652652652652 330000 170000 00000 1243050100500 990000 310000 11933164250 8100200480 4008002,387 77928000 960001,846 59080475475 980000 12100197340 860245245245 111010174300 430500544544 1400000 11800164250 240000 9566152250 1370000 751,1241,1241,1241,124 300000 450000 1161200100 1380000 93080192192 570000 1250000 67040204204 830000 4900400760 160000 97140140157157 370000 115009191 900349349349 360000 1350000 406000 1290061100 2272727272 76080135135 480000 380150153153 550000 800073129 1120000 1000000 630000 910000 410000 1200000 1230000 1140000 84000250 850000 1020000 920000 CR 25 FM 1 3 8 5 E FIRST ST FISHTRAP RD W UNIVERSITY DR PARVIN RD E PROSPER TRL CR 6 E UNIVERSITY DR N C U S T E R R D CR 84 W FIRST ST CR 5 1 CR 8 3 N C O I T R D CR 26 BYRAN RD W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SH 2 8 9 CAREY RD SM I L E Y R D DOE CR E E K R D PROSPER RD N L E G A C Y D R W PROSPER TRL CO I T R D BONAR RD N D A L L A S P K W Y E US 380 CR 9 3 3 GO O D H O P E R D N C O L E M A N S T GE E R D CR 5 0 S PR E S T O N R D CU S T E R R D HA W K I N S L N LA CIM A B L V D D A L L A S P K W Y EUREKA LN CR 970 LO V E R S L N MAGNOLIA BLVD N T E E L P K W Y PR E S T O N HILLS CIRPR 5155 GIBBS RD FA L C O N R D P R 7801 W I N D I N G C R E E K R D FI E L D S R D CRUTCHFIELD DR TW I N L A K E S D R CAUDLE LN RE D B U D D R K I R K W O O D L N S C R A I G R D PR 5 1 5 6 PANTHER CREEK RD BED F O R D L N HER I T A G E TRL A M B E R W O O D L N P R 5 4 0 5 D A L L A S N O R T H T O L L W A Y V I R G I N I A H I L L S D R FAIROA KS LN R HEA MILLS CIR WENK CT S E A P I N E S D R OA K B E N D T R L H A W T H O R N D R VI C T O R Y W A Y KING GEORGE LN S L E G A C Y D R E SSEXDR W H I S P E R I N G W A Y ST O N Y T R L CHARLESTON LN WARREN DR P R 5 5 6 9 NOLES RD P R E S TONCOUNTRY L N HID D E N L A K E D R COLL I N C T STILLHOUSE HOLLOWDR E SECOND ST CORN E T C T BRISTOL DR COUNTRY VIEW DR W I L L O WMIST DR NORFOLK LN BEAVER TRL C H E R O K E E R O S E T R L DOUBLE B TR L COASTAL DR JA S M I N E T R L S A N J U A N AVE LEN O X D R PHANTOM LN LIGHTH O U S E L N SPANISH MOSS DR ECHO DR CHESAPEAKE LN CARRIAGE LN BE T T S L N M ERCER WAY S REDWOOD CIR POST OAK CT FORSYTHE DR N REDWOOD CIR S E L M R I D G E R D CO L L I N G R E E N D R ASCOT PL SH A R E D D R I V E W A Y PR 2733 FALCON CT NORWIC H D R S A D D L E H O R N C T DOOLITTLE DR YORK PL D O V E C R E E K S T RANAHAN DR GLEN HAVEN CT TAYLORCRAFT DR EAGLE DR KINNER DR DA L L A S P K W Y L A C I M A B L V D GO O D H O P E R D S P R E S T O N R D CR 26 CR 5 0 D o e B r a n c h Panther Cree k W i l s o n C r e e k GentleCreek P a r v i n Branch R u t h e r f o r d B r a n c h S t r e a m R o w lett C r e e k L i t t l e E l m C r e e k Pond ParvinBranch Gentle C r e e k St r e a m S t r e a m S t r e a m R u t herfordBranc h Parv i n B r a n c h S t r ea m P arvin Branch D o e B r a n c h 0 1,700 3,400 SCALE IN FEET LEGEND Road Railroad Stream Lake Parcel Planning Area Boundary Water/Wastewater Service Area Town Limit ETJ Boundary County Boundary DRAFT FIGURE 2-1 TOWN OF PROSPER LAND USE ASSUMPTIONS POPULATION BY PLANNING AREAS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\01_Billing_Data_Population_Land_Use\04_Land_Use\(Figure_2-1)-Land_Use_Population.mxd Updated: Monday, September 19, 2016 4:52:28 PM FUTURE LAND USE Commercial/Retail Floodplain/Open Space Public/Institutional Mixed Use Office Single Family Residential Multifamily Residential AREA ID2016 Population2021 Population2026 PopulationBuildout Population Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-5 2.4 Land Use The Town provided land use shapefiles, which included population and non-residential acreages. In order to capture growth related to commercial, retail, office, institutional, and industrial development, a non-residential acreage for each planning period was developed. Table 2-4 shows the projected non-residential acreage for each planning period. Figure 2-2 presents the developed non-residential acreage with water and wastewater service by planning year. Table 2-4 Developed Non-residential Acreage Year Acres Growth in Acres 2016 661 - 2021 1,167 506 2026 1,744 577 Buildout 4,382 2,638 Item 9 DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 80000 580000 620000 470000 710000 560000 720000 660000 650000 610000 640000 70100150456 600000 140020407 680000 90000 730000 690000 280000 740000 530000 260000 111000360 510000 320000 139252525265 780000 290000 106000053570100180 7000001300000 270000 13406080292 19324565130 20000 100000 1270000 250000 10805090261 1330000 500000 2335355093 1130000 44001543 3470828282 358383103103 200000 150000 1360000 10900096 540000 126007979 35454545 110101101101101 3943434343 460000121350100195 6053582 130104087 4051535 10103069 1310000 960000 870303056 420153556 330153552 1700052 810000 750000 1240000 9900047 590000 31001043 1190000 110000 860000 7700038 430000 950000 9832323232 1210000 000027 930000 1400434343 1180000 2400027 1370000 670000 3000515 490000 4500025 1160000 138664040 970000 570000 12512183232 900000 83001021 1620202020 37051017 1150000 3688816 1350000 760000 4044416 380000 1290000 8914141414 8000014 4812121212 5511111111 11212121212 10011111111 6311111111 910000 840009 416666 1200077 1237777 1140006 853333 1020244 CR 25 FM 1 3 8 5 E FIRST ST FISHTRAP RD W UNIVERSITY DR PARVIN RD E PROSPER TRL CR 6 E UNIVERSITY DR N C U S T E R R D CR 84 W FIRST ST CR 5 1 CR 8 3 N C O I T R D CR 26 BYRAN RD W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SH 2 8 9 CAREY RD SM I L E Y R D DOE CR E E K R D PROSPER RD N L E G A C Y D R W PROSPER TRL CO I T R D BONAR RD N D A L L A S P K W Y S C O I T R D E US 380 CR 933 GO O D H O P E R D N C O L E M A N S T GE E R D CR 5 0 S T E E L P K W Y S PR E S T O N R D CU S T E R R D HA W K I N S L N LA CIM A B L V D D A L L A S P K W Y EUREKA LN S C O L E M A N S T CR 970 LO V E R S L N S D A L L A S P K W Y MAGNOLIA BLVD N T E E L P K W Y PR E S T O N HILLS CIRPR 5155 GIBBS RD FA L C O N R D SIBYLLN P R 7801 A E R O C O U N T R Y R D E BROADWAY ST G E N T L E WAY WIN D I N G C R E E K R D FI E L D S R D T R A I L DR CRUTCHFIELD DR TW I N L A K E S D R CAUDLE LN B L U E F O R ES T D R E THIRD ST RE D B U D D R K I R K W O O D L N S C R A I G R D PR 5 1 5 6 BENBROOK BLVD L A K E T R A I L L N PANTHER CREEK RD BED F O R D L N HER I T A G E TRL A M B E R W O O D L N P R 5 4 0 5 D A L L A S N O R T H T O L L W A Y V I R G I N I A H I L L S D R CROSSLAKE CT FAIR OAKS LN R H E A M ILLS CIR WENK CT S E A P I N E S D R E N G L I S H I V Y D R OA K B E N D T R L H A W T H O R N D R W H I T E R O C K B L V D VI C T O R Y W A Y KING GEORGE LN S L E G A C Y D R B R O A D M O O R L N CEDAR SPRINGS DR N P A R V I N S T ESSEXDR W H I S P E R I N G W A Y ST O N Y T R L CHARLESTON LN WARREN DR P R 5 5 6 9 NOLES RD P R E S TONCOUNTRY L N HID D E N L A K E D R BRADFORD DR COLL I N C T STILLHOUSE HOLLOW DR W I L L OWVIEW DR E SECOND ST WOODHAVEN DR CORN E T C T BRISTOL DR COUNTRY VIEW DR WILLOWMIST DR NORFOLK LN CREEKWOOD DR BEAVER TRL C H E R O K E E R O S E T R L DOUBLE B TR L COASTAL DR JA S M I N E T R L S A N J U A N AVE LEN O X D R PHANTOM LN LIGHTH O U S E L N SPANISH MOSS DR ECHO DR CHESAPEAKE LN CARRIAGE LN BE T T S L N M ERCER WAY S REDWOOD CIR POST OAK CT FORSYTHE DR N REDWOOD CIR S E L M R I D G E R D CO L L I N G R E E N D R ASCOT PL OA K B R O O K S T SH A R E D D R I V E W A Y PR 2733 A R C H ES L N FALCON CT GABLES DR MO O N L I G H T T R L NORWIC H D R S A D D L E H O R N C T DOOLITTLE DR YORK PL D O V E C R E E K S T RANAHAN DR C R A T E R C T GLEN HAVEN CT NI L E S C T EAGLE DR KINNER DR L A C I M A B L V D DA L L A S P K W Y GO O D H O P E R D S P R E S T O N R D CR 26 CR 5 0 D o e B r a n c h Panther Cree k W i l s o n C r e e k GentleCreek P arvin Bra nch R u t h e r f o r d B r a n c h S t r e a m R o w lett C r e e k L i t t l e E l m C r e e k Pond Parv i n B r a n c h St r e a m S t r e a m S t r e a m P arvin Branch Gentle C r e e k R u t herfordBranc h ParvinBranc h S t r ea m D o e B r a n c h 0 1,700 3,400 SCALE IN FEET LEGEND Road Railroad Stream Lake Parcel Planning Area Boundary Water/Wastewater Service Area Town Limit ETJ Boundary County Boundary DRAFT FIGURE 2-2 TOWN OF PROSPER LAND USE ASSUMPTIONS NON-RESIDENTIAL ACREAGE BY PLANNING AREAS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\01_Billing_Data_Population_Land_Use\04_Land_Use\(Figure_2-2)-Land_Use_NonRes_Acreage.mxd Updated: Monday, September 19, 2016 4:52:16 PM FUTURE LAND USE Commercial/Retail Floodplain/Open Space Public/Institutional Mixed Use Office Single Family Residential Multifamily Residential AREA ID2016 Non-Residential Acreage2021 Non-Residential Acreage2026 Non-Residential AcreageBuildout Non-Residential Acreage Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-1 3.0 WATER AND WASTEWATER ANALYSIS A capital improvements plan (CIP) was developed for the Town of Prosper to promote residential and commercial development through access to quality water and wastewater service. The recommended improvements will provide the required capacity and reliability to meet projected water demands and wastewater flows through Buildout. The water and wastewater projects required to meet growth in the 10-year period were used in the impact fee analysis. 3.1 Existing Water and Wastewater Systems The existing water distribution system currently consists of a network of lines ranging in size from 1-inch to 36-inch in diameter, a pump station, two ground storage tanks, and one elevated storage tank. The existing pump station has three pumps rated at 3.75 MGD (300 hp) and two pumps rated at 7.00 MGD (400 hp). The total pumping capacity is 25 MGD, and the firm pumping capacity is 18 MGD. There is one empty slot remaining at the existing pump station. A second elevated storage tank is under construction. The Town receives water from the North Texas Municipal Water District (NTMWD) delivery point at the pumping station. The Town of Prosper operates the distribution system on one pressure plane with one area supplied through a pressure reducing valve. The existing wastewater system has two major basins with nine sub-basins, 7 active lift stations, and a network of lines ranging from 4-inch to 36-inch in diameter. The La Cima #2 Lift Station is scheduled to be abandoned in the near future. Topography presents operational challenges to the existing wastewater system. A ridge near the railroad alignment divides the Town into two major drainage basins. Sub-basins 3 and 4 generally flow west-to-east. Sub-basin 5 flows north-to-south, and is pumped into sub-basin 4 which then drains into the NTMWD collection system. Sub-basins 1, 2, 6, and 7 flow east- to-west; with flow from sub-basin 7 being pumped into sub-basin 2. Sub-basins 1, 2, and 6 all flow to the existing lift station at the abandoned Wastewater Treatment Plant lift station, which is then pumped into sub-basin 3 to drain into the NTMWD collection system. Sub-basin 8 flows east to west and drains into the Upper Trinity Regional Water District (UTRWD) system. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-2 3.2 Water and Wastewater Model Update and Calibration 3.2.1 Water Model The water system hydraulic model was developed based on the Town’s water system GIS as well as plans provided by the Town. Existing water demands were allocated to the model using customer billing records for each individual account for 2015 that were geocoded and matched spatially using the Geographic Information Systems (GIS) parcel and street centerline shapefiles. Approximately 98% of the billing records were matched. The model’s demand allocator module in H2OMap Water was used to assign each meter location to a model node based on Thiessen polygons. Figure A-1 in Appendix A displays a map with the geocoded billing meters color coded by usage. A model calibration was performed to verify that the hydraulic model is an accurate representation of the actual distribution system. FNI conducted field pressure testing at nine locations throughout the distribution system in late November 2015 through early December 2015. The Town provided Supervisory Control and Data Acquisition (SCADA) readings for tank levels and pump status on an hourly basis during this time, and FNI used the readings to create diurnal demand curves. In order to create the curves, a mass balance of the system demand was calculated using the sum of water pumped into the distribution system from the NTMWD delivery point and adding or subtracting the demand or supply provided by the elevated storage tank. The 24-hour period occurring on December 1, 2015 from midnight to midnight was selected for calibration. Operational data was used to determine system inputs such as ground storage tank levels and pump status. Since the model results closely matched the field pressure testing data, FNI concluded that the model is an accurate representation of field conditions and appropriate for use in CIP planning. Field pressure testing data, the diurnal demand curve, and graphs showing calibration results are included in Appendix A. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-3 3.2.2 Wastewater Model The wastewater system hydraulic model was developed from the Town’s wastewater system GIS. Initial wastewater loads were applied to manholes in the model using the water demand allocation. Flow monitoring was conducted from early April 2016 through late May 2016 by ADS Environmental Services. Seven flow meters were deployed at the outlets of sub-basins 1 through 7 as shown on Figure B-1 in Appendix B, as well as two rain gauges. In sub-basins 5 and 7, where two conduits feed into the manhole leading to the outlet, ADS installed dual flow meters; these basins are referred to as 5A, 5B, 7A, and 7B in the flow monitoring mapping. A model validation was performed to verify that the collection system model accurately represents the actual collection system. To analyze the performance of the collection system under average dry weather conditions, an average dry weather flow for each basin was developed based on the flow monitoring results for the periods occurring from April 7th – 8th and May 3rd – 6th. These specific days were selected since there was no rainfall observed before or during this period. The initial loads applied to each sub-basin were then scaled to their corresponding average dry weather flows. To analyze wet weather performance of the collection system, the initial loads applied to each manhole were adjusted to account for I/I contributions and match the peak response of the storm event on April 17th. Appendix B contains graphs and tables detailing the flow monitoring data, as well as mapping presenting the model validation results and flow monitoring observations. 3.3 Water and Wastewater Load Projections The population and land use data was used to develop future water demands and wastewater flows based on a projected average day per capita use and peaking factors. The design criteria used to project water demands and wastewater flows were developed based on historical data. In the future, it is anticipated that per capita and non-residential per acre usage will increase based on the large number of irrigation systems being installed with new development and the type of commercial and industrial developments being proposed. The large increase in residential Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-4 irrigation systems is expected to offset conservation measures in place for the future; therefore for planning purposes the residential per capita used for projections is assumed to be constant in the future. Historical water demands from 2008 through 2015 were provided to FNI by the Town for the development of projected water usage rates and peaking factors. Table 3-1 illustrates the average and maximum day water demands for these years. Based on this data the projected residential per capita usage rate is 175 gpcd, and the projected non-residential usage rate is 750 gpad for all planning scenarios. The residential maximum day to average day peaking factor is 3.0 for all planning scenarios, and the residential peak hour to maximum day peaking factor is 2.0 for all planning scenarios. Based on the type of non-residential development planned within the Town, a maximum day to average day peaking factor of 2.0 and a peak hour to maximum day peaking factor of 1.5 were used. Water system design criteria for projections is presented in Table 3-2. Projected water demands are presented in Table 3-3. Timing of the Artesia development connecting to the Town’s water system is currently unknown, and water demands associated with Artesia are included in the Buildout water demand projections. Detailed water demands projections by pressure plane are presented in Appendix C. Table 3-1 Historical Water Demands Year Population(1) Average Day Demand (MGD) Average Day Per-capita (gpcd) Maximum Day Demand (MGD) Maximum Day to Average Day Peaking Factor 2008 6,350 1.6 252 5.8 3.6 2009 7,100 1.6 225 5.3 3.3 2010 9,423 1.9 203 6.4 3.4 2011 10,700 2.3 218 4.9 2.1 2012 12,190 2.4 194 4.7 2.0 2013 13,380 2.3 172 4.4 1.9 2014 14,710 2.5 167 5.2 2.1 2015 15,970 2.9 183 8.4 2.9 Average - 2.2 202 5.6 2.7 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-5 Table 3-2 Water Demand Projections Design Criteria Average Day Residential Per Capita Usage (gpcd) Average Day Non- Residential Usage Per Acre (gpad) Residential Maximum Day to Average Day Peaking Factor Non- residential Maximum Day to Average Day Peaking Factor Residential Peak Hour to Maximum Day Peaking Factor Non- residential Peak Hour to Maximum Day Peaking Factor 175 750 3.0 2.0 2.0 1.5 Table 3-3 Water Demand Projections Year Average Day Demand (MGD) Maximum Day Demand (MGD) Peak Hour Demand (MGD) 2016 3.61 10.34 20.18 2021 5.76 16.39 31.91 2026 8.48 24.13 46.95 Buildout 17.35 48.79 94.32 The projected wastewater residential per capita usage rate is 95 gpcd for all planning periods. The projected wastewater non-residential usage rate is 400 gpcd for all planning periods. These wastewater usage rates represent a percentage of the water demand that is captured by the wastewater collection system for each planning period. The wastewater usage rate is approximately 54% of the water usage rate for residential and approximately 53% for non- residential usage. Historical wastewater flow data was used in the development of the wastewater residential and non-residential usage rates. The peak wet weather peaking factor for all planning periods is 4.0. The average day flows for all the planning scenarios was multiplied by this factor to calculate the peak wet weather flows. Table 3-4 summarizes annual historical wastewater flows sent to NTMWD. Projected wastewater flow projections are presented in Table 3-5. Projected wastewater flows by sub-basin for the Town of Prosper are contained in Appendix C. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-6 Table 3-4 Historical Wastewater Flow to NTMWD Year Average Annual Daily Flow (MGD) 2011 0.75 2012 0.81 2013 0.79 2014 0.86 2015 1.32 Table 3-5 Wastewater Flow Projections Year Average Annual Daily Flow (MGD) Peak Wet Weather Flow (MGD) 2016 1.74 6.94 2021 2.89 11.55 2026 4.35 17.41 Buildout 10.20 40.79 3.4 Design Criteria Freese and Nichols, Inc. coordinated with the Town of Prosper to establish design criteria for future water and wastewater facilities. Criteria were developed for sizing water transmission lines, elevated storage tanks, ground storage tanks, and pump stations for the water system and for sizing sewer trunk lines for the wastewater system. 3.4.1 Water Design Criteria Hydraulic analysis was performed for the existing and future systems for four operating conditions: average day, maximum day, peak hour, and maximum day with fire flow. The TCEQ required minimum pressure within a distribution system is 35 psi under normal operating conditions. Headloss and velocity in the pipelines are additional criteria used to analyze the water system and are used as guidelines to size system upgrades. Typically, headlosses in water lines should not exceed 4 feet/1000 feet and velocities should not exceed 5 feet/second. FNI developed criteria for sizing of storage and pumping capacity for the Town. These criteria are typically more stringent than TCEQ requirements and take into consideration many additional factors including operational flexibility, fire protection, and energy efficiency. The design criteria Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-7 used to size ground storage tank capacity is to provide adequate storage volume to meet 10 hours of maximum day demand. Figures 3-1 and 3-2 summarize the recommended ground storage capacity and associated improvements based on the design criteria for the Upper Pressure Plane (UPP) and Lower Pressure Plane (LPP). Timing of the Artesia development connecting to the Town’s water system is currently unknown, and water demands associated with Artesia are shown at the end of the planning horizon. The design criteria recommended for pump station capacity is the capability to provide a firm pumping capacity to meet 65% of the peak hour demand. The firm pumping capacity is defined as the total available pumping capacity with the largest pump out of service to each pressure plane. Figures 3-5 and 3-6 display the recommended firm pumping capacity to the UPP and LPP. The design criteria recommended for elevated storage capacity is twice the required volume needed to meet 35% of the peak hour demand for a duration of 3 hours. Figures 3-9 and 3-10 display the recommended elevated storage capacity and related improvements based on the typical peaking factors. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-8 Figure 3-1 UPP Recommended Ground Storage Capacity Figure 3-2 LPP Recommended Ground Storage Capacity Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-9 Figure 3-3 UPP Recommended Firm Pumping Capacity Figure 3-4 LPP Recommended Firm Pumping Capacity Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-10 Figure 3-5 UPP Recommended Elevated Storage Capacity Figure 3-6 LPP Recommended Elevated Storage Capacity Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-11 3.4.2 Wastewater Design Criteria The design criteria for proposed sewer trunk lines or interceptors is based on the TCEQ Chapter 217 requirements that the wastewater system is capable of conveying peak wet weather design flows with no surcharging, while maintaining a minimum of 2 feet/second cleaning velocity and a maximum of 8 feet/second velocity. 3.5 Water and Wastewater System Improvements Proposed water and wastewater system projects to serve the system through Buildout were developed as part of this project based on load projections and design criteria. The proposed water system improvements recommended to serve the Town through Buildout water system are shown on Figure 3-7. Proposed wastewater system improvements to serve the Town through Buildout are shown on Figure 3-8. Detailed cost estimates for the proposed water and wastewater system projects are included in Appendix D and Appendix E, respectively. The water capital improvements plan was developed based on the assumption that the Town of Prosper will receive all water in the future from North Texas Municipal Water District at two locations: the existing delivery point, which will serve the Upper Pressure Plane, and a new delivery point that will serve the Lower Pressure Plane. Improvements associated with the new delivery point serving the Lower Pressure Plane, including a 10.0 MGD pump station, 6.0 MG ground storage tank, and 42-inch transmission main, were incorporated in the capital improvements plan. Phased upgrades to this pump station were identified as part of the capital improvements plan; actual growth patterns may change the timing or capacity of these upgrades. Table 3-6 summarizes the water system capital improvement projects. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-12 Table 3-6 Water System CIP Summary Project Number Project Name Cost 2016-2021 1 West First Street Pressure Reducing Valve & 12-inch Parallel Pipe $ 509,200 2 LPP 10.0 MGD Pump Station, 6.0 MG GST, & 42-inch Transmission Line $ 24,628,900(1) 3 West First Street 20-inch Water Line, Dallas Parkway 24-inch Parallel $ 3,396,300 4 LPP 2.5 MG Elevated Storage Tank & 24-inch Water Line $ 5,832,500(1) 5 Dallas Parkway 20-inch & West Prosper Trail 12-inch Water Lines $ 1,629,000 2016-2021 Total $ 35,995,900 2022-2026 6 LPP Pump Station Expansion & 36-inch Transmission Mains $ 6,120,600 7 24-inch Transmission Main $ 4,064,300 8 Legacy Drive 24-inch Water Line $ 2,908,500 9 West Prosper Trail 20-inch Water Line $ 2,370,900 10 Dallas Parkway / Frontier Parkway 12-inch Water Line $ 3,360,000 11 First Street 12-inch Water Line $ 1,908,500 12 Preston Road 20-inch Water Line $ 2,559,000 13 Goodhope Road 20-inch Water Line $ 2,896,400 14 Prosper Road 24-inch Waterline $ 3,268,700 2022-2026 Total $ 29,456,900 2027-Buildout 15 Railroad 16-inch Water Line (UPP) $ 1,247,300 16 Expand UPP Pump Station to 25.0 MGD $ 981,200 17 East University Drive / FM 1385 12-inch Water Line $ 2,286,200 18 LPP Pump Station Ground Storage Tank #2 $ 6,451,200 19 Lower Pressure Plane Elevated Storage Tank #2 $ 6,335,700 20 Railroad 12-inch Water Line (LPP) $ 935,500 21 FM 1385 12-inch Water Line $ 1,908,500 22 Frontier Parkway / Legacy Drive 12/16-inch Water Line $ 3,561,600 23 Parvin Road 12-inch Water Line $ 2,313,100 24 Parvin Road 12-inch Water Line $ 3,271,300 25 LPP Pump Station Expansion $ 1,814,400 26 North Preston Road 16-inch Water Line $ 1,870,900 27 16-inch Water Line $ 849,500 28 Railroad 12-inch Water Line (LPP) $ 967,700 29 Preston Road 12-inch Water Line $ 1,129,000 2027-Buildout Total $ 35,923,100 CIP Total $ 101,375,900 (1) Cost provided by the Town of Prosper. Item 9 C o l l i n C o u n t y C o l l i n C o u n t y (#UT(#UT(#UT [Ú UT !A UT (#UT [Ú UTUT (#UT [Ú !A !A !A (#UT ?j Upper Pressure Plane Pump Station Total Pumping Capacity = 25.0 MGD Firm Pumping Capacity = 18.0 MGDExpand Firm Pumping Capacityto 25.0 MGD (2028) 1 - 3.0 MG Ground Storage Tank 1 - 5.0 MG Ground Storage Tank 2.0 MG Preston EST Elevated Storage Tank Overflow Elev. = 926 ft. Lower Pressure Plane Pump Station 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 2.5 MG Lower Pressure Plane EST #1 Elevated Storage Tank (2019) Overflow Elev. = 805 ft. 2.5 MG Lower Pressure Plane EST #2 Elevated Storage Tank (2031) Overflow Elev. = 805 ft. 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8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8 ' ' 8'' 8' ' 8 ' ' 8'' 8'' 8' ' 8''8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8''6 ' ' 6'' 8'' 4'' 6' ' 6'' 6''6''6'' 6'' 6' ' 6'' 6 ' ' 6' ' 6'' 6' ' 6' ' 6'' 8' ' 6'' 6'' 8' ' 8'' D o e B r a n c h WilsonCreek P a n t h e r C r e ek GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h S t r e a m R o w l e t t Cre e k S t r e a m R u t h e r f o r d B r a n c h Doe Branch St r e a m Gentle C r e e k P arvin B r a n c h S t r e a m Str e a m P a rvin Branch DRAFT FIGURE 3-7 TOWN OF PROSPER BUILDOUT WATER SYSTEM CAPITAL IMPROVEMENT PROJECTS 0 1,700 3,400 SCALE IN FEET I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\02_Water_System\09_CIP\(Figure_3-7)_Water_CIP.mxd Updated: Friday, September 23, 2016 8:03:59 AM Second 6.0 MG Ground Storage Tank (2030) Expand Firm Pumping Capacityto 25.0 MGD (2024) New 10.0 MGD Pump Stationand 6.0 MG Ground Storage Tank (2019) (18(6(2 Lower Pressure PlanePump Station Improvements Expand Firm Pumping Capacityto 40.0 MGD (2036)(25 LEGEND 2016 - 2021 Proposed Improvements !A Proposed Pressure Reducing Valve [Ú Proposed Pump Station UT Proposed Ground Storage Tank (#UT Proposed Elevated Storage Tanks Proposed Water Line Proposed Supply Line 2022 - 2026 Proposed Improvements Proposed Water Line 2027 - Buildout Proposed Improvements [Ú Proposed Pump Station UT Proposed Ground Storage Tank (#UT Proposed Elevated Storage Tank Proposed Water Line Under Design/Construction Water System !A Pressure Reducing Valve (#UT Elevated Storage Tank Water Line Existing Water System !A Existing Pressure Reducing Valve [Ú Existing Pump Station UT Existing Ground Storage Tank (#UT Existing Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line NTMWD Water System Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-14 Locations shown for new lines were generalized for hydraulic analyses. Specific alignments and sites will have to be determined as part of the design process. Costs represent planning level cost estimates for the design and construction of these capacity related projects and do not include wholesale service fees or operations and maintenance cost. Unit costs are based on reviewing bid tabs for several projects ranging in size. These costs are in terms of 2016 dollars and include an allowance for engineering, surveying, geotechnical engineering and contingencies. The project costs do not include right-of-way acquisition. It is recommended that these improvements be constructed generally in the order listed based on input from the City on timing of the proposed developments; however, it is understood that timing of development may make it necessary to construct some future improvements sooner than anticipated. Table 3-7 summarizes the wastewater system capital improvements recommended within the Town of Prosper. The wastewater capital improvements plan was developed based on the assumption that the Town of Prosper will maximize flow to UTRWD’s Doe Branch Wastewater Treatment Plant (WWTP), in accordance with the 2014 Wastewater Service Study performed by FNI. Prosper purchased 1.0 MGD of annual average daily flow capacity at the Doe Branch WWTP. Sending flow to the UTRWD system will require the construction and integration of several large interceptors in the western portion of the Town. A 36-inch/30-inch interceptor in Sub-basin 8 is currently under design, as is a 24-inch/21-inch trunk line that will connect the existing WWTP lift station to this interceptor. After construction of this trunk line is complete, the Town will continue to use the existing WWTP lift station to send flow to the NTMWD Wilson Creek wastewater system to maximize existing infrastructure and limit flow to UTRWD to 1.0 MGD until additional capacity is purchased. Prosper paid $16 million for 1.0 MGD of annual average daily flow capacity at the Doe Branch WWTP. Based on discussion with UTRWD staff, after deductions for one-time costs such as land, it is reasonable to assume a 20% discount in construction costs for future plant expansion. It is anticipated that the Town will need to purchase an additional 5.9 MGD of capacity to serve projected wastewater flows through Buildout. The Town is currently contracted with UTRWD to convey 1.0 MGD of wastewater flow through the Doe Branch Interceptor. There is limited excess capacity in the existing Doe Branch Interceptor from the Doe Branch Lift Station to Fishtrap Road, which is available on a first come-first serve Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-15 basis to the participants as needed. In the future, when needed, the District intends to parallel the Doe Branch interceptor, but details are unknown at this time. The CIP does not include additional conveyance capacity to the Doe Branch WWTP. Table 3-7 Wastewater System CIP Summary Project Number Project Name Cost 2016-2021 1 21/24-inch Interceptor from Existing WWTP Lift Station $ 3,993,100 2 New 10 inch Prosper Trail Trunk Line to Grove Lane $ 604,800 3 North Rutherford Branch Creek 10-inch Trunk Line $ 805,100 4 Prestonwood 12-inch Interceptor & Lift Station Decommissioning $ 744,000 5 University Drive 12/15-inch Interceptor $ 1,864,800 6 First Street 10-inch Trunk Line to Existing 21-inch Interceptor $ 369,600 7 Future Town Center 10-inch Trunk Lines $ 1,592,700 2016-2021Total $ 9,974,100 2022-2026 8 South Rutherford Branch Creek 10-inch Trunk Line $ 367,000 9 Legacy Drive 10-inch Trunk Lines $ 1,118,900 10 New 10-inch Trunk Lines to Under-Design 12/18/21/24/27/30-inch Interceptor $ 981,200 11 Doe Branch Creek 27-inch Interceptor $ 3,725,600 12 Doe Branch Creek 21/24-inch Interceptor $ 4,069,700 13 Lakes of Prosper 18-inch Interceptor & Lift Station Decommissioning $ 3,389,600 14 Prosper Road 10/12/15-inch Interceptor & 10-inch Trunk Line $ 2,296,900 15 Prosper Trail 10-inch Trunk Line $ 588,000 16 Legacy Drive 10/12--inch Trunk Line $ 771,500 2022-2026 Total $ 17,308,400 2027-Buildout 17 University Drive & Dallas Parkway 10/12-inch Interceptor $ 1,051,100 18 Glenbrooke 10-inch Interceptor $ 651,900 19 Noles Road 10/12-inch Interceptor $ 890,400 20 FM 1385 10-inch Interceptor $ 665,300 21 Parvin Road 10-inch Interceptor $ 601,500 22 Private Road 10-inch Interceptor $ 651,900 23 Wilson Creek 10/12/15-inch Interceptor & 10" Trunk Lines; 10" Interceptors $ 3,315,700 24 Sub Basin 4 10-inch Interceptors $ 998,000 2027-Buildout Total $ 8,825,800 CIP Total $ 36,108,300 Item 9 "C` !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( TXWWTP V V V V V V V V V V V ä ä ä ä ä ä ä ä ä ä ä U U PTWW) Vä Vä Vä 10''10'' 10'' 6" F . M . 6 ' ' F . M . 12'' 21''24'' WastewaterTreatment Plant(Abandoned) La CimaLift StationCapacity: 3.0 MGD La Cima # 2Decommission LS and FM Steeple ChaseLift Station(Abandoned) GreenspointLift Station(Abandoned) Whispering FarmsLift Station(Abandoned) Gentle CreekLift Station(Abandoned) Decommission LS and FM EE Flow to NTMWD(Wilson Creek)Flow to UTRWD Decommission LS and FM (1 Decommission LS and FM (5 (13 (13(15 (13 (16 (10 (10 (9 (9 (12 (14 (14 (12 (11 (11 (18 (19 (20 (21 (17 (5 (4 (7 (7 (22 (24 (6 (3 (2 (8 (23 (23 (23 (23(23 (24 10"10" (1 (1 (1 Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Basin 9 Doe BranchWastewater Treatment Plant(UTRWD) 15 ' ' 12'' 10'' 1 2 ' ' 12 ' ' 15'' 10'' 1 5 ' ' 10'' 10 ' ' 12'' 10'' 12 ' ' 1 0 ' ' 10'' 1 5 ' ' 15'' 15'' 15'' 10'' 8' ' 6' ' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 6'' 8' ' 8'' 8'' 6' ' 6' ' 6' ' 6' ' 6'' 8'' 8''8'' 8' ' 6' ' 8'' 6'' 8'' 8 ' ' 8'' 6'' 6'' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 6'' 8'' 8'' 6 ' ' 8'' 6'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 8'' 8'' 8 ' ' 6' ' 6' ' 8'' 8'' 8' ' 6' ' 8''8'' 8'' 6' ' 8'' 8'' 6'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 6' ' 8'' 8'' 18'' 12'' 3 6 ' ' 30'' 10''15 ' ' 36'' 8'' 18'' 8'' 30'' 36'' 18'' 36'' 36'' 18'' 36'' 36'' 36'' 18'' 36'' 1 8 ' ' 12'' 36'' 18 ' ' 10'' 36'' 36' ' 30'' 8 ' ' 8'' 8'' 36'' 1 8 ' ' 18'' 15 ' ' 15 ' ' 36'' 36'' 36'' 18 ' ' 12'' 36'' 15'' 12'' 24'' 21'' 1 0 ' ' 10'' 12'' 10'' 10'' 10'' 10'' 10'' 1 0 ' ' 10''10'' 21'' 10 ' ' 10 ' ' 10'' 12'' 1 0 ' ' 10 ' ' 21'' 24'' 12'' 18'' 27'' 15'' 10 ' ' 10'' 10'' 18'' 24''18'' 10'' 24'' 27'' 27'' 27'' 1 0 ' ' 18'' 10'' 15''12'' 24'' 10'' 10 ' ' 18'' 18'' 10'' 10 ' ' 10 ' ' 24'' 10'' 24'' 12'' 10'' 10'' 12'' 10'' 15'' 27'' 10'' 18'' 10'' 27'' 21'' 10 ' ' 27'' 24'' 1 0 ' ' 24 ' ' 12 ' ' 10'' 1 5 ' ' 10'' 10' ' 10'' 10'' 1 0 ' ' 10'' 1 2 ' ' 10'' 10'' 10'' 10'' 10''10'' 1 0 ' ' 10'' 1 0 ' ' 10''10'' 10'' 1 0 ' ' 12'' 1 0 ' ' 10'' 1 0 ' ' 10'' 10'' 10 ' ' 10'' 1 0 ' ' 1 0 ' ' 10'' 10'' 1 0 ' ' 12'' 10'' F.M 27 ' ' 10'' 24'' 21'' 12' ' 21'' 12 ' ' 24'' 24 ' ' 21'' 21 ' ' 12'' 24 ' ' 8'' F.M. 12'' F . M . 12'' F.M. 10'' F.M. 8 ' ' F . M . 10'' 21'' 10 ' ' 6'' 8''4'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8''8'' 8''8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 6'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 8'' 8'' 8' ' 4' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6' ' 8 ' ' 8'' 8' ' 8' ' 8' ' 6'' 8'' 6' ' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 6'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 6' ' 8'' 8' ' 8'' 8'' 8 ' ' 8''8' ' 8' ' 6'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 12'' 21'' 15 ' ' 27 ' ' 10'' 24'' 18'' 21'' 21'' 24'' 21'' 1 8 ' ' 12 ' ' 18'' 21'' 21'' 1 0 ' ' 1 8 ' ' 12'' 21'' 21'' 18'' 10'' 27'' 12'' 27''21 ' ' 10'' 21''21'' 27 ' ' 6'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8' ' 8' ' 8'' 8'' D o e B r a n c h Panther Cree k P a r v i n Branc h R u t h e r f o r d B r a n c h S t r e a m R o w lett C r e e k Pond ParvinBranch P arvin Branch Parv i n B r a n c h D o e B r a n c h St r e a m S t r e a m Vä Lift Station U U PTWW)Wastewater Treatment Plant "C`NTMWD Meter !(Manhole 8" and Smaller Wastewater Line 10" and Larger Wastewater Line Existing Force Main 8" and Smaller Force Main 10" and Larger Force Main DRAFT FIGURE 3-8 TOWN OF PROSPER BUILDOUT WASTEWATER SYSTEM CAPITAL IMPROVEMENT PROJECTS 0 1,700 3,400 SCALE IN FEET I MAJOR BASINS Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Basin 9 Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\03_WW_System\06_CIP\(Figure_3-8)_Wastewater_CIP.mxd Updated: Friday, September 23, 2016 8:28:08 AM Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary LEGEND Vä Decommision Existing Lift Station Vä 2016 - 2021 Decommissioned Lift Station Vä 2022 - 2026 Decommissioned Lift Station Under Design/Construction Wastewater Line Decommission Existing Force Main 2016 -2021 Decommissioned Force Main 2022 - 2026 Decommissioned Force Main UTRWD Wastewater Line NTMWD Wastewater Line Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-17 3.6 Water and Wastewater Impact Fee Analysis The impact fee analysis involves determining the utilization of existing and proposed projects required as defined by the capital improvement plan to serve new development over the next 10- year time period. For existing or proposed projects, the impact fee is calculated as a percentage of the project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2016 and 2026. Capacity serving existing development and development projected for more than 10 years in the future cannot be charged to impact fees. 3.6.1 Eligible CIP Costs A summary of the costs for each of the projects required for the 10-year growth period used in the impact fee analysis for both the water and wastewater systems is shown in Table 3-6 and Table 3- 7, respectively. Costs listed for the existing projects are based on actual design and construction costs provided by the Town. Table 3-8 and Table 3-9 show 2016 percent utilization as the portion of a project’s capacity required to serve existing development. It is not included in the impact fee analysis. The 2026 percent utilization is the portion of the project’s capacity that will be required to serve the Town of Prosper in 2026. The 2016-2026 percent utilization is the portion of the project’s capacity required to serve development from 2016 to 2026. The water and wastewater hydraulic models were used to assist in the calculation of project utilization percentages. The portion of a project’s total cost that is used to serve development projected to occur from 2016 through 2026 is calculated as the total actual cost multiplied by the 2016-2026 percent utilization. Only this portion of the cost is used in the impact fee analysis. The proposed 10-year water system impact fee CIP is shown on Figure 3-9. Proposed 10-year wastewater impact fee CIP is shown on Figure 3-10. Item 9 DR A F T W a t e r , W a s t e w a t e r , a n d R o a d w a y I m p a c t F e e R e p o r t To w n o f P r o s p e r 3- 1 8 Ta b l e 3 - 8 W a t e r S y s t e m I m p a c t F e e E l i g i b l e P r o j e c t S u m m a r y No . De s c r i p t i o n o f P r o j e c t Pe r c e n t U t i l i z a t i o n Ca p i t a l Co s t Costs Based on 2016 Dollars 20 1 6 (1 ) 20 2 6 20 1 6 - 2 0 2 6 Current Development 10 Year (2016 - 2026) Beyond 2026 EX I S T I N G P R O J E C T S A UP P 1 4 . 0 M G D P u m p S t a t i o n E x p a n s i o n & 5 . 0 M G G S T 50 % 87 % 37 % $5 , 0 6 0 , 0 0 0 $2,530,000 $1,872,200 $657,800 B UP P 2 4 / 3 0 - i n c h T r a n s m i s s i o n M a i n 42 % 7 6 % 3 4 % $5 , 3 8 5 , 0 8 5 $2,261,736 $1,830,929 $1,292,420 C Un i v e r s i t y D r i v e 3 0 - i n c h W a t e r L i n e & P r e s s u r e R e d u c i n g V a l v e , D a l l a s P a r k w a y 1 6 - i n c h W a t e r Li n e 57 % 78 % 21 % $2 , 7 2 1 , 0 5 4 $1,551,001 $571,422 $598,631 D Un i v e r s i t y D r i v e 1 6 / 2 0 - i n c h W a t e r L i n e 55 % 1 0 0 % 4 5 % $3 , 0 1 5 , 0 0 0 $1,658,250 $1,356,750 $0 E Un i v e r s i t y D r i v e 2 0 - i n c h W a t e r L i n e , L e g a c y 1 6 - i n c h W a t e r L i n e , & G e e 1 6 - i n c h W a t e r L i n e 18 % 80 % 62 % $1 , 2 1 4 , 1 2 1 $218,542 $752,756 $242,823 F Fi s h t r a p R o a d 2 4 - i n c h W a t e r L i n e 15 % 7 5 % 6 0 % $2 , 3 0 3 , 4 3 7 $345,516 $1,382,063 $575,858 G 2. 0 M G P r o s p e r T r a i l E S T & 2 0 - i n c h W a t e r L i n e 0% 50 % 50 % $4 , 0 0 8 , 0 4 4 $0 $2,004,022 $2,004,022 H Im p a c t F e e S t u d y 0% 1 0 0 % 1 0 0 % $6 7 , 4 7 3 $0 $67,473 $0 Ex i s t i n g P r o j e c t S u b - t o t a l $2 3 , 7 7 4 , 2 1 4 $8,565,045 $9,837,615 $5,371,554 PR O P O S E D P R O J E C T S 1 We s t F i r s t S t r e e t P r e s s u r e R e d u c i n g V a l v e & 1 2 - i n c h P a r a l l e l P i p e 65 % 10 0 % 35 % $5 0 9 , 2 0 0 $330,980 $178,220 $0 2 LP P 1 0 . 0 M G D P u m p S t a t i o n , 6 . 0 M G G S T , & 4 2 - i n c h T r a n s m i s s i o n L i n e 16 % 1 0 0 % 8 4 % $2 4 , 6 2 8 , 9 0 0 $3,940,624 $20,688,276 $0 3 We s t F i r s t S t r e e t 2 0 - i n c h W a t e r L i n e , D a l l a s P a r k w a y 2 4 - i n c h P a r a l l e l 0% 68 % 68 % $3 , 3 9 6 , 3 0 0 $0 $2,309,484 $1,086,816 4 LP P 2 . 5 M G E S T & 2 4 - i n c h W a t e r L i n e 12 % 7 2 % 6 0 % $5 , 8 3 2 , 5 0 0 $699,900 $3,499,500 $1,633,100 5 Da l l a s P a r k w a y 2 0 - i n c h & W e s t P r o s p e r T r a i l 1 2 - i n c h W a t e r L i n e s 0% 61 % 61 % $1 , 6 2 9 , 0 0 0 $0 $993,690 $635,310 6 LP P P u m p S t a t i o n E x p a n s i o n & 3 6 - i n c h T r a n s m i s s i o n M a i n s 0% 6 6 % 6 6 % $6 , 1 2 0 , 6 0 0 $0 $4,039,596 $2,081,004 7 24 - i n c h T r a n s m i s s i o n M a i n 0% 21 % 21 % $4 , 0 6 4 , 3 0 0 $0 $837,246 $3,227,054 8 Le g a c y D r i v e 2 4 - i n c h W a t e r L i n e 0% 8 6 % 8 6 % $2 , 9 0 8 , 5 0 0 $0 $2,501,310 $407,190 9 We s t P r o s p e r T r a i l 2 0 - i n c h W a t e r L i n e 0% 49 % 49 % $2 , 3 7 0 , 9 0 0 $0 $1,161,741 $1,209,159 10 Da l l a s P a r k w a y / F r o n t i e r P a r k w a y 1 2 - i n c h W a t e r L i n e 0% 4 4 % 4 4 % $3 , 3 6 0 , 0 0 0 $0 $1,478,400 $1,881,600 11 Fi r s t S t r e e t 1 2 - i n c h W a t e r L i n e 0% 81 % 81 % $1 , 9 0 8 , 5 0 0 $0 $1,545,885 $362,615 12 Pr e s t o n R o a d 2 0 - i n c h W a t e r L i n e 0% 7 6 % 7 6 % $2 , 5 5 9 , 0 0 0 $0 $1,944,840 $614,160 13 Go o d h o p e R o p e 2 0 - i n c h W a t e r L i n e 0% 33 % 33 % $2 , 8 9 6 , 4 0 0 $0 $955,812 $1,940,588 14 Pr o s p e r R o a d 2 4 - i n c h W a t e r L i n e 0% 2 0 % 2 0 % $3 , 2 6 8 , 7 0 0 $0 $653,740 $2,614,960 Pr o p o s e d P r o j e c t S u b - t o t a l $6 5 , 4 5 2 , 8 0 0 $4,971,504 $42,787,740 $17,693,556 To t a l C a p i t a l I m p r o v e m e n t s C o s t $8 9 , 2 2 7 , 0 1 4 $13,536,549 $52,625,355 $23,065,110 (1 ) U t i l i z a t i o n i n 2 0 1 6 o n P r o p o s e d P r o j e c t s i n d i c a t e s a p o r t i o n o f t h e p r o j e c t t h a t w i l l b e u s e d t o a d d r e s s d e f i c i e n c i e s w i t h i n t h e e x i s t i n g s y s t e m o r s e r v e e x i s t i n g s y s t e m , a n d t h e r e f o r e a r e n o t e l i g i b l e f o r i m p a c t f e e c o s t r e c o v e r y f o r f u t u r e g r o w t h . Item 9 DR A F T W a t e r , W a s t e w a t e r , a n d R o a d w a y I m p a c t F e e R e p o r t To w n o f P r o s p e r 3- 1 9 Ta b l e 3 - 9 W a s t e w a t e r S y s t e m I m p a c t F e e E l i g i b l e P r o j e c t S u m m a r y No . De s c r i p t i o n o f P r o j e c t Pe r c e n t U t i l i z a t i o n Ca p i t a l C o s t Costs Based on 2016 Dollars 20 1 6 (1 ) 20 2 6 20 1 6 - 2 0 2 6 Current Development 10 Year (2016 - 2026) Beyond 2026 EX I S T I N G P R O J E C T S A Ba s i n 2 1 2 / 1 8 / 2 1 / 2 4 / 2 7 / 3 0 - i n c h I n t e r c e p t o r 50 % 88 % 38 % $2 , 3 1 9 , 1 9 2 $1,159,596 $879,990 $279,606 B FM 2 4 7 8 1 2 / 2 4 - i n c h I n t e r c e p t o r 5% 3 7 % 3 2 % $2 , 1 7 2 , 4 0 9 $108,621 $699,083 $1,364,705 C Ba s i n 4 1 2 / 1 5 / 2 1 / 2 4 - i n c h I n t e r p c e t o r & L a C i m a # 2 L i f t S t a t i o n D e c o m i s s i o n i n g 43 % 70 % 27 % $2 , 2 4 5 , 0 0 0 $962,723 $599,130 $683,147 D Ba s i n 8 2 7 / 2 1 / 1 8 - i n c h I n t e r c e p t o r 5% 4 6 % 4 2 % $1 , 7 0 0 , 0 0 0 $77,604 $710,624 $911,772 E Ba s i n 8 3 6 / 3 0 - i n c h I n t e r c e p t o r , 2 1 / - 2 4 - i n c h T r u n k L i n e , & 1 0 / 1 2 / 1 5 / 1 8 - i n c h T r u n k L i n e 12 % 43 % 31 % $5 , 7 0 0 , 0 0 0 $679,811 $1,749,081 $3,271,108 F 10 - i n c h F o r c e M a i n a n d 1 2 - i n c h I n t e r c e p t o r t o c o n v e y f l o w f r o m L a C i m a L S 51 % 9 7 % 4 6 % $4 3 5 , 0 0 0 $222,498 $200,975 $11,527 G Ca p i t a l C o s t f o r D o e B r a n c h W W T P ( 1 M G D o f c a p a c i t y ) (2 ) 16 % 10 0 % 84 % $1 4 , 3 4 8 , 5 5 1 $2,295,769 $12,052,782 $0 H Im p a c t F e e S t u d y 0% 1 0 0 % 0 % $1 1 2 , 9 9 3 $0 $0 $112,993 Ex i s t i n g P r o j e c t S u b - t o t a l $2 9 , 0 3 3 , 1 4 5 $5,506,622 $16,891,665 $6,634,858 PR O P O S E D P R O J E C T S 1 21 / 2 4 - i n c h I n t e r c e p t o r f r o m E x i s t i n g W W T P L i f t S t a t i o n 52 % 80 % 28 % $3 , 9 9 3 , 1 0 0 $2,077,214 $1,117,709 $798,177 2 Ne w 1 0 - i n c h P r o s p e r T r a i l T r u n k L i n e t o C o l e m a n S t r e e t 0% 3 6 % 3 6 % $6 4 0 , 8 0 0 $0 $229,464 $411,336 3 No r t h R u t h e r f o r d B r a n c h C r e e k 1 0 - i n c h T r u n k L i n e 0% 29 % 29 % $8 0 5 , 1 0 0 $0 $231,217 $573,883 4 Pr e s t o n w o o d 1 2 - i n c h I n t e r c e p t o r & L i f t S t a t i o n D e c o m i s s i o n i n g 33 % 4 9 % 1 6 % $7 4 4 , 0 0 0 $248,270 $117,878 $377,852 5 Un i v e r s i t y D r i v e 1 2 / 1 5 - i n c h I n t e r c e p t o r 0% 10 % 10 % $1 , 8 6 4 , 8 0 0 $0 $179,864 $1,684,936 6 Fi r s t S t r e e t 1 0 - i n c h T r u n k L i n e t o E x i s t i n g 2 1 - i n c h I n t e r c e p t o r 0% 3 0 % 3 0 % $3 6 9 , 6 0 0 $0 $112,629 $256,971 7 Fu t u r e T o w n C e n t e r 1 0 - i n c h T r u n k L i n e s 0% 31 % 31 % $1 , 5 9 2 , 7 0 0 $0 $485,931 $1,106,769 8 So u t h R u t h e r f o r d B r a n c h C r e e k 1 0 - i n c h T r u n k L i n e 0% 4 3 % 4 3 % $3 6 7 , 0 0 0 $0 $157,740 $209,260 9 Le g a c y D r i v e 1 0 - i n c h T r u n k L i n e s 0% 26 % 26 % $1 , 1 1 8 , 9 0 0 $0 $289,129 $829,771 10 Ne w 1 0 - i n c h T r u n k L i n e s t o U n d e r D e s i g n 1 2 / 1 8 / 2 1 / 2 4 / 2 7 / 3 0 - i n c h I n t e r c e p t o r 0% 2 1 % 2 1 % $9 8 1 , 2 0 0 $0 $207,267 $773,933 11 Do e B r a n c h C r e e k 2 7 - i n c h I n t e r c e p t o r 9% 39 % 30 % $3 , 7 2 5 , 6 0 0 $339,537 $1,112,756 $2,273,307 12 Do e B r a n c h C r e e k 2 1 / 2 4 - i n c h I n t e r c e p t o r 14 % 5 0 % 3 6 % $4 , 0 6 9 , 7 0 0 $566,061 $1,453,594 $2,050,045 13 La k e s o f P r o s p e r 1 8 - i n c h I n t e r c e p t o r & L i f t S t a t i o n D e c o m i s s i o n i n g 20 % 61 % 40 % $3 , 3 8 9 , 6 0 0 $686,728 $1,367,502 $1,335,370 14 Pr o s p e r R o a d 1 0 / 1 2 / 1 5 - i n c h I n t e r c e p t o r & 1 0 - i n c h T r u n k L i n e 0% 1 9 % 1 9 % $2 , 2 9 6 , 9 0 0 $0 $433,648 $1,863,252 15 Pr o s p e r T r a i l 1 0 - i n c h T r u n k L i n e 0% 41 % 41 % $5 8 8 , 0 0 0 $0 $238,893 $349,107 16 Le g a c y D r i v e 1 0 - i n c h T r u n k L i n e s 0% 3 5 % 3 5 % $7 7 1 , 5 0 0 $0 $267,138 $504,362 - Ad d i t i o n a l C a p a c i t y i n D o e B r a n c h W W T P ( 1 . 9 M G D ) (3 ) 37 % 10 0 % 63 % $2 1 , 8 0 9 , 7 9 8 $8,035,189 $13,774,609 $0 Pr o p o s e d P r o j e c t S u b - t o t a l $4 9 , 1 2 8 , 2 9 8 $11,952,999 $21,776,968 $15,398,331 To t a l C a p i t a l I m p r o v e m e n t s C o s t $7 8 , 1 6 1 , 4 4 3 $17,459,621 $38,668,633 $22,033,189 (1 ) Ut i l i z a t i o n i n 2 0 1 6 o n P r o p o s e d P r o j e c t s i n d i c a t e s a p o r t i o n o f t h e p r o j e c t t h a t w i l l b e u s e d t o a d d r e s s d e f i c i e n c i e s w i t h i n t h e e x i s t i n g s y s t e m o r s e r v e e x i s t i n g s y s t e m , a n d t h e r e f o r e a r e n o t e l i g i b l e f o r i m p a c t f e e c o s t r e c o v e r y f o r f u t u r e g r o w t h . (2 ) Ca p i t a l c o s t i n c l u d e s c o s t r u c t i o n , e n g i n e e r i n g , i n s p e c t i o n , l a n d a n d p e r m i t c o s t s . T h e c o s t d o e s n o t i n c l u d e p r o j e c t m a n a g e m e n t a n d o v e r h e a d c o s t s . (3 ) Ba s e d o n d i s c u s s i o n w i t h U T R W D s t a f f , a f t e r d e d u c t i o n s f o r o n e - t i m e c o s t s s u c h a s l a n d , i t i s r e a s o n a b l e t o a s s u m e a 2 0 % d i s c o u n t i n c o n s t r u c t i o n c o s t s f o r f u t u r e p l a n t e x p a n s i o n . Item 9 C o l l i n C o u n t y C o l l i n C o u n t y (#UT(#UT(#UT [Ú UT !A UT[ÚUT UT (#UT [Ú !A (#UT ?j Upper Pressure Plane Pump StationTotal Pumping Capacity= 25.0 MGD Firm Pumping Capacity = 18.0 MGD 1 - 3.0 MG Ground Storage Tank1 - 5.0 MG Ground Storage Tank 2.0 MG Preston EST Elevated Storage Tank Overflow Elev. = 926 ft. Lower Pressure Plane Pump Station 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 2.5 MG Lower Pressure Plane EST #1 Elevated Storage Tank (2019) Overflow Elev. = 805 ft.(3 (8 (7 (6 (6 (3 (3 (5 (9 (10 (10 (10 (1 (2 (11 (12 (2 (12 (4 (7 (7 (2 24" 2 4 " 30 " 20" (F (F (D (D (F (E (D (D (D (C (B (G (G (B (B (A (A (C (E 48" 48 " 48" 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48" 4 8 " 48" 48" 48 " 48 " 48 " 48 " 48" 30" 20"24" 16" 20" 30" 2 4 " 24 " 30"16" 2 4 " 16"20" 30"24" 16 " 16 " 20" 20"20"20"20"30"30" 24 " 30" 20" 16" 16 " 20"20"16"30"20" 30"30"30" 20" 30" 24" 20 " 30 " 20'' 42 ' ' 2 4 ' ' 12'' 42'' 42'' 12'' 20 ' ' 42'' 20 ' ' 42'' 20'' 42'' 42'' 20'' 24''36'' 20'' 12'' 12'' 24 ' ' 12'' 20'' 36'' 1 2 ' ' 12 ' ' 2 0 ' ' 12 ' ' 12'' 20''36'' 2 0 ' ' 24 ' ' 24 ' ' 1 2 ' ' 12 ' ' 12''20'' 16 ' ' 1 2 ' ' 12'' 12'' 12 ' ' 20 ' ' 12'' 12 ' ' 12' ' 12'' 12 ' ' 12'' 16'' 12'' 12'' 12'' 16'' 12 ' ' 12 ' ' 12 ' ' 12'' 12'' 12''12'' 12 ' ' 12'' 20 ' ' 12 ' ' 12'' 1 2 ' ' 12' ' 12'' 12'' 12'' 12'' 20'' 12'' 12 ' ' 16'' 12'' 12 ' ' 16 ' ' 20'' 12''20'' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 16 ' ' 20'' 12''12'' 12 ' ' 12'' 12'' 12'' 12'' 12 ' ' 12''12''12'' 12 ' ' 12 ' ' 12'' 16 ' ' 12'' 12'' 12 ' ' 12 ' ' 16'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12'' 12 ' ' 12' ' 12 ' ' 20 ' ' 12'' 12'' 12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12'' 16'' 12'' 12'' 12'' 12 ' ' 12'' 12'' 12'' 12'' 12''12''12'' 12'' 12'' 12'' 1 2 ' ' 12 ' ' 12'' 12 ' ' 12''12'' 12'' 12 ' ' 12'' 6'' 4' ' 6'' 6'' 6' ' 6' ' 6' ' 4'' 6'' 6' ' 6'' 6'' 1 2 ' ' 12 ' ' 12'' 12'' 12'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12'' 12'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR PARVIN RD CR 6 FISHTRAP RD CR 83 CR 5 1 N C U S T E R R D CR 8 4 W FIRST ST CR 26 SM I L E Y R D FM 2 4 7 8 W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SH 2 8 9 CAREY RD PROSPER RD N L E G A C Y D R CO I T R D N P R E S T O N R D C R 9 3 3 FM 1461 CR 1 2 4 GO O D H O P E R D CR 5 0 DAL L A S P K W Y S T E E L P K W Y S P R E S T O N R D CU S T E R R D CR 123 HA W K I N S L N BRISTOL DR D O E C R E E K R D FM 428 W S C O L E M A N S T CR 970 CR 858 AR T E S I A B L V D L O V E R S L N N T E E L P K W Y VIRGINIA PKWY P R E STON HILLS CIR PR 5155 CR 8 6 GIBBS RD C R 8 5 4 AMISTAD DR FA L C O N R D SIBYL LN P R 7801 AE R O C O U N T R Y R D E BROADWAY ST GENTLEWAY W I N D I N G C R E E K R D TA L O N L N BONAR RD CR 852 FI E L D S R D TRAIL DR CRUTCHFIELD DR CR 853 TW I N L A K E S D R BYRAN RD B L U E F O R E S T D R SHASTA DR HARPER R D S C R A I G R D PR 5 1 5 6 H E R I T A G E T R L B E N B R O O K B L V D LAKE TRAIL LN PANTHER CREEK RD W O O D V I E W D R BEDFORD LN EUREKA LN A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V E R O N A D R V I R G I N I A H I L L S D R LA N C A SHIRELN CROSSLAKE CT FAIR O AKS LN E SEVENTH ST RHE A M I L L S C I R C R O O K E D S T I C K D R CA S T I N E D R H A R V E S T R I D G E L N OA K B E N D T R L H A W T H O R N D R W H I T E R O C K BL V D E US 380 V I C T O R Y W A Y W H E A T L A N D R D VISTA VIEW LN MONTICELLO DR JULIETTE DR S L E G A C Y D R B R O A D M O O R L N S T O N I N G T O N D R PRESTONVIEW DR N C H U R C H S T CEDAR SPRINGS DR Q U A I L HOLLOW N P A R V I N S T E S S E X D R S T O N Y T R L TEXA N A D R WARREN DR GRI N D S T O N E D R PACKSADDLE TRL PR 5569 NOLES RD PREST O N C OUNTR Y L N TWIN MALLETS LN PR 5 4 3 6 E SIXTH ST W A T C H H I L L L N H I D D E N L A K E D R BRADFORD DR P E B B L E C R E E K D R EAGLE LN D R Y C REE K B L V D COLLIN CT CRAFTSBURY LN CH A P E L H I L L D R EQ U E S T R I A N W A Y STILLHOUSE HOLLOW DR E FIFTH ST W I L L O W R I D G E D R CRESTWO O D D R SH A D O W H I L L D R BU T C H A R T D R N S T O N EBRIDGEDR S T C L A I R D R WOODHAVEN DR AD A M S P L CORN E T C T PLUM CT CHARLOTTEDR E EIGHTH ST WIL L O W R U N HARRISBURG LN COUNTRY VIEW DR GR A Y L N FO U R S E A S O N S L N NORFOLK LN P E R E G R I N E P T PASEWARK CIR MANASSAS RIDGE NEWPORT LN CREEKWOOD DR BEAVER TRL BLOOMDALE DR C H E R O K E E R O S E T R L JE S S I C A L N S T I L L H O U S E H O L L O W C T COASTAL DR HAMPSHIRE DR WILS ON DR S T O N E C R E E K DR S A N J U A N A VE L E N O X D R OLD DAIRY FARM RD BROAD M E A D O W L N CEDAR TRL LA W R E N C E L N PHANTOM LN HICKORYCREEK DR CR A N B E R R Y L N MAGNOLIA BLVD MOONEY DR THREE RIVERS DR WA L N U T G R O V E R D B R I D L E B E N D CR 859 G R A N D H A V E N L N GREEN ASH DR DE E R R U N L N CHESAPEAKE LN PRENTISS DR LA R K C I R SONNET DR KOMROM CT M I S T Y M E A D O W D R C REEKWOOD LN F E R N D A L E D R BE T T S L N BOONE DR TWELVE OAKS L N EXETER D R COUNT R Y C R E E K LN CREEK VIEW C T H O P E W E L L D R S H A R E D D R I V E W A Y MERCER WAY POST OAK CT PH E A S A N T R U N S T C HAMA ST UVALDE WAY YAK DR PRAIRIE VISTA DR ASCOT PL N W E S L E Y D R SP A R R O W P T L I N C O L N W O O D D R V A L VERDE DR LI V E O A K L N MANITO U D R SA L A D A D R STONYBROOK DR FALCON CT W R E D W O O D C I R GABLES DR BROOK HO L L O W C T STEARMAN LN DURST HAVEN L N NORWIC H D R C O N C H O T R L HO N E Y B R O O K L N S A D D L E H O R N C T SUNRISE TRL SA N D S T O N E D R DOOLITTLE DR GENERAL BOND C T HENRY PL D O V E C R E E K S T CR O S S W I N D L N CE D A R B E N D C T YORKTOWN ST NI L E S C T BILLY MITCHELL DR ROCKIN RILEY RD KINNER DR S E D A L I A D R HAMP T O N C T WH I T N E Y C T MICHELLE CT SA L T L A K E C T TRINID A D C T BROOKGREEN CT LEESBURG CT B E L T O N D R BEAR CREEK DR BROOK VIEW CT D A L L A S N O R T H T O L L W A Y DA L L A S P K W Y E FIFTH ST FAIR OAKS LN W UNIVERSITY DR CR 5 0 CR 26 8'' 6'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8 ' ' 8'' 6' ' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6 ' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 6'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 6 ' ' 8'' 8' ' 8' ' 8' ' 8'' 6 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 6 ' ' 8 ' ' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 8 ' ' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 6' ' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 6 ' ' 8''6'' 8' ' 8'' 6 ' ' 8 ' ' 8'' 8'' 6'' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 6 ' ' 8'' 6'' 8'' 8' ' 8'' 8'' 8' ' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6 ' ' 8'' 8'' 6'' 8 ' ' 8' ' 8'' 8'' 8'' 6 ' ' 8' ' 6'' 8'' 6' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8''8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6' ' 6 ' ' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 4'' 6' ' 6' ' 8''6' ' 6'' 6 ' ' 8' ' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6' ' 6'' 8 ' ' 6'' D o e B r a n c h WilsonCreek P a n t h e r C r e ek GentleCreek Parvin Bran c h R u t h e r f o r d B r a n c h S t r e a m R o w l e t t Cre e k P arvin B r a n c h R u t h e r f o r d B r a n c h S t r e a m P a r v i n B r a nch Doe Branch Gentle C r e e k Str e a m DRAFT FIGURE 3-9 TOWN OF PROSPER WATER SYSTEM IMPACT FEE CAPITAL IMPROVEMENT PROJECTS 0 1,700 3,400 SCALE IN FEET I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\02_Water_System\15_Water_IF_Map\(Figure_3-9)_Water_IF_CIP.mxd Updated: Friday, September 23, 2016 8:02:12 AM Expand Firm Pumping Capacityto 25.0 MGD (2024) New 10.0 MGD Pump Stationand 6.0 MG Ground Storage Tank (2019) (6(2 Lower Pressure PlanePump Station Improvements LEGEND Proposed Impact Fee Eligible Improvements !A Proposed Pressure Reducing Valve [Ú Proposed Pump Station UT Proposed Ground Storage Tank (#UT Proposed Elevated Storage Tanks Proposed Water Line Proposed Supply Line NTMWD Water System Water Line Existing Impact Fee Eligible Projects [Ú Pump Station UT Ground Storage Tank (#UT Elevated Storage Tank Water Line Existing Water System !A Existing Pressure Reducing Valve [Ú Existing Pump Station UT Existing Ground Storage Tank (#UT Existing Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane Item 9 "C` !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( V V V V V V V V V V V ä ä ä ä ä ä ä ä ä ä ä U U PTWW) Vä Vä Vä TXWWTP 10''10'' 10'' 6" F . M . 6 ' ' F . M . 24'' 12'' 15 ' ' 15' ' 12'' 12'' F.M.12'' F.M.12'' F.M. 12'' 21''24'' 12' ' 12'' WastewaterTreatment Plant(Abandoned) La CimaLift StationCapacity: 3.0 MGD La Cima # 2 Steeple ChaseLift Station(Abandoned) GreenspointLift Station(Abandoned) Whispering FarmsLift Station(Abandoned) Gentle CreekLift Station(Abandoned) Decommission LS and FM Decommission LS and FM EE Flow to NTMWD(Wilson Creek)Flow to UTRWD Decommission LS and FM (1 (B (B (B (C (C (A (A (D (D (D (E (E (E (E (E (A (F (F (B (5 (13 (13(15 (13 (16 (10 (10 (9 (9 (12 (14 (14 (12 (11 (11 (5 (4 (7 (7 (6 (3 (B (2 (8 Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Basin 9 KªKª Aj Aj Kª Doe BranchWastewater Treatment Plant(UTRWD) 27 ' ' 8'' 21'' 24 ' ' 12 ' ' 30 ' ' 18'' 3 6 ' ' 10'' 15 ' ' 8'' 21''21'' 18'' 21'' 21'' 21 ' ' 18'' 1 2 ' ' 21'' 24'' 18'' 21'' 36'' 24'' 36'' 27'' 21'' 30'' 21'' 36'' 36'' 18'' 36'' 18'' 1 8 ' ' 8'' 36'' 36''36' ' 18 ' ' 30'' 21'' 27 ' ' 12'' 24'' 18'' 21''15'' 12'' 24'' 21'' 1 0 ' ' 10'' 12'' 12'' 10'' 21'' 10'' 10 ' ' 10'' 10'' 10'' 10 ' ' 1 0 ' ' 12'' 10''10'' 10 ' ' 21'' 24'' 12'' 18'' 27'' 15'' 1 0 ' ' 21'' 18'' 1 0 ' ' 18'' 12''10 ' ' 10'' 27'' 27'' 27'' 18'' 15'' 10'' 24 ' ' 27'' 10 ' ' 18'' 27'' 18'' 10'' 10'' 12'' 10 ' ' 10 ' ' 27'' 24'' 15'' 24''18'' 10'' 24'' 10''10'' 10'' 12'' 24'' 10'' 10'' 10 ' ' 24'' 24'' 12'' F.M. 15 ' ' 12'' 10'' 10''10'' 1 5 ' ' 1 0 ' ' 1 2 ' ' 10'' 12 ' ' 10'' 15'' 15'' 15'' 10'' 1 5 ' ' 10'' 10 ' ' F . 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Job No.: PRP11118 Location: H:\W_WW_PLANNING\Deliverables\03_WW_System\14_WW_IF_Map\(Figure_3-10)_Wastewater_IF_CIP.mxd Updated: Friday, September 23, 2016 8:29:04 AM Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary LEGEND Vä Proposed Decommissioned Lift Station Proposed Impact Fee Eligible Gravity Line Proposed Decommissioned Force Main Vä Decommision Existing Lift Station Existing Impact Fee Eligible Wastewater Line Existing Impact Fee Eligible Force Main UTRWD Wastewater Line NTMWD Wastewater Line Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-22 3.6.2 Service Units The maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period. A water service unit is defined as the service equivalent to a water connection for a single-family residence. The Town of Prosper does not directly meter wastewater flows and bills for wastewater services based on the customer’s water consumption. Therefore, a wastewater service unit is defined as the wastewater service provided to a customer with a water connection for a single-family residence. The service associated with public, commercial, and industrial connections is converted into service units based upon the capacity of the meter used to provide service. The number of service units required to represent each meter size is based on the safe maximum operating capacity of the appropriate meter type. The Town primarily uses displacement meters size 2-inch and smaller for domestic service. Turbine meters are reserved for high flow service like irrigation. Compound meters are typically used for sizes greater than 2-inches. Compound meters are typically used for customers that have a large range of flows like a school, car wash or restaurant. The Town of Prosper provided the safe maximum operating capacity for each meter size based on guidance from Neptune meters. The service unit equivalent for each meter size used by the Town is listed in Table 3-10. Typically, in Prosper, single-family residences are served with 1-inch positive displacement water meters. Larger meters represent multi-family, public, commercial, and industrial water use. The Town provided data that included the meter size of each active water meter as of February 2016. Table 3-11 shows the actual number water meters for 2016 and the projected number of water meters for 2026. Table 3-12 shows the wastewater service units for 2016 and the projected service units for 2026. Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-23 Table 3-10 Service Unit Equivalencies Meter Size Meter Type Safe Maximum Operating Capacity (gpm)(1) Service Unit Equivalent 5/8” Displacement 20 0.4 1” Displacement 50 1.0 1-1/2” Displacement 100 2.0 1-1/2” Turbine 160 3.2 2” Displacement 160 3.2 2” Turbine 200 4.0 3” Compound 450 9.0 3” Turbine 450 9.0 4” Compound 1,000 20.0 4” Turbine 1,200 24.0 6” Compound 2,000 40.0 6” Turbine 2,500 50.0 8” Turbine 4,000 80.0 10” Turbine 6,500 130.0 (1) Safe maximum operating capacity is based on Neptune Technology Meter capacities provided by the Town of Prosper. Table 3-11 Water Service Units Meter Size 2016 Meters 2016 Service Units 2026 Meters 2026 Service Units Growth in Service Units 5/8” 1,750(1) 700 1,750 700 0 1” 3,718 3,718 11,219 11,219 7,501 1-1/2” (PD) 68 136 177 354 218 1-1/2” (Turbine) 15 48 39 125 77 2” (PD) 117 374.4 305 976 602 2” (Turbine) 44 176 115 460 284 3” (Compound) 8 72 21 189 117 4” (Compound) 9 180 24 480 300 6” (Compound) 1 40 3 120 80 8" 0 0 0 0 0 10" 0 0 0 0 0 Total 5,730 5,444 13,653 14,623 9,178 (1) Meters smaller than 1-inch have been grandfathered into the system. All future water meters will be 1-inch or larger. Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-24 Table 3-12 Wastewater Service Units Meter Size 2016 Meters 2016 Service Units 2026 Meters 2026 Service Units Growth in Service Units 5/8” 1,230 492 1,230 492 0 1” 3,489 3,489 10,942 10,942 7,453 1-1/2” (PD) 56 112 165 330 218 1-1/2” (Turbine) 0 0 24 77 77 2” (PD) 54 173 242 774 602 2” (Turbine) 0 0 71 284 284 3” (Compound) 7 63 20 180 117 4” (Compound) 7 140 22 440 300 6” (Compound) 1 40 3 120 80 8" 0 0 0 0 0 10" 0 0 0 0 0 Total 4,844 4,509 12,719 13,639 9,130 3.6.3 Maximum Impact Fee Calculations Texas Government Code Chapter 395 outlines the procedures and requirements for calculating maximum allowable impact fees to recover costs associated with capital improvement projects needed due to growth over a 10-year period. Chapter 395 also requires a plan that addresses possible duplication of payments for capital improvements. This plan can either provide a credit for the portion of revenues generated by new development that is used for the payment of eligible improvements, including payment of debt, or reduce the total eligible project costs by 50 percent. The Town of Prosper has selected to utilize the reduction of the total eligible project costs by 50 percent to determine the maximum allowable impact fees. Chapter 395 of the Texas Local Government Code states that the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period less the credit to account for water and wastewater revenues used to finance capital improvement plans. The total projected costs include the projected capital improvement costs to serve 10-year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the Capital Improvements Plan. A 4.0% interest rate was used to calculate Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-25 financing costs. Table 3-13 displays the maximum allowable impact fee for water and wastewater by meter size. Water Impact Fee: Impact Fee Eligible Capital Improvement Costs $52,625,355 Financing Costs $17,504,846 Total Eligible Costs $70,130,201 Growth in Service Units 9,178 Maximum Water Impact Fee = Total Eligible Costs/Growth in Service Units = $70,130,201/9,178 = $7,641 per Service Unit Maximum Allowable Water Impact Fee = Maximum Impact Fee – Credit (50%) = $7,641- $3,821 = $3,821 per Service Unit Wastewater Impact Fee: Impact Fee Eligible Capital Improvement Costs $38,688,633 Financing Costs $12,862,402 Total Eligible Costs $51,531,035 Growth in Service Units 9,130 Maximum Wastewater Impact Fee = Total Eligible Costs/Growth in Service Units = $51,531,035/9130 = $5,644 per Service Unit Maximum Allowable Wastewater Impact Fee = Maximum Impact Fee – Credit (50%) = $5,644- $2,822 = $2,822 per Service Unit Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-26 Table 3-13 Impact Fee by Meter Size Meter Size Water Impact Fee(1) Wastewater Impact Fee(1) Total Impact Fee(1) 5/8” $1,528 $1,129 $2,657 1” $3,821 $2,822 $6,643 1-1/2” (PD) $7,641 $5,644 $13,285 1-1/2” (Turbine) $12,226 $9,030 $21,256 2” (PD) $12,226 $9,030 $21,256 2” (Turbine) $15,282 $11,288 $26,570 3” (Compound) $34,385 $25,398 $59,783 4” (Compound) $76,410 $56,440 $132,850 6” (Compound) $152,820 $112,880 $265,700 8” $305,640 $225,760 $531,400 10” $496,665 $366,860 $863,525 (1) Based on maximum allowable water and wastewater impact fees. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-1 4.0 ROADWAY IMPACT FEE ANALYSIS Chapter 395 of the Texas Local Government Code prescribes the process which Texas cities must follow in the update of impact fees. Statutory requirements mandate that impact fees be updated (at least) every five years. Accordingly, the Town of Prosper has developed its Land Use Assumptions and Capital Improvements Plan (CIP) with which to update the Town’s Roadway Impact Fees. The Town has retained Freese and Nichols, Inc. to provide professional transportation engineering services for the Roadway Impact Fee Update. This report includes details of the impact fee calculation methodology in accordance with Chapter 395, the applicable Land Use Assumptions, development of the CIP, and the refinement of the Land Use Equivalency Table. Land use assumptions serve as the basis from which travel demands over the ten-year planning period are developed. This analysis is based on data contained in Section 2 detailing the land use assumptions, which was presented to the Impact Fee Capital Improvements Advisory Committee (CIAC) in March 2016. As a funding mechanism for roadway improvements, impact fees allow cities to recover the costs associated with new or facility expansion in order to serve future development. Legislatively, roadway impact fees may consider arterial and collector status roads on the Town’s official Thoroughfare Plan. Statutory requirements mandate that impact fees be based on a specific list of improvements identified in the program – the Impact Fee CIP – and only the cost attributed (and necessitated) by new growth over a ten-year period may be considered per the Land Use Assumptions. As projects in the program are completed, planned costs are updated with actual costs to more accurately reflect the capital expenditure of the program. Additionally, new capital improvement projects may be added to the system. Initially authorized by the Texas Legislature in 1987, impact fees have undergone several technical and administrative changes, most notably since 2001. These include: · Expansion of the service area structure for roadway facilities from three to six miles in breadth; Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-2 · A credit for the portion of ad valorem tax revenues generated by improvements over the program period, or the credit equal to 50% of the total projected cost of implementing the capital improvements plan; · A city's share of costs on the federal or Texas highway system, including matching funds and costs related to utility line relocation, the establishment of curbs and gutters, sidewalks, drainage appurtenances, and rights-of-way; · Increase in the time period of update of impact fee land use assumptions and capital improvements plan from a three to a five-year period; · Changes in compliance requirements related to annual reporting; · Consolidation of the land use assumptions and capital improvements plan hearings; and · The exemption of schools districts and federal housing from paying impact fees. This report introduces and references two of the basic inputs to the Roadway Impact Fee: the Land Use Assumptions and the Capital Improvements Plan (CIP). Information from these two components is used extensively in the remainder of the report. This report consists of a detailed discussion of the methodology for the computation of impact fees. This discussion - Methodology for Roadway Impact Fees and Impact Fee Calculation addresses each of the components of the computation and modifications required for the study. The components include: · Service Areas; · Service Units; · Cost Per Service Unit; · Cost of the CIP; · Service Unit Calculation; · Maximum Assessable Impact Fee Per Service Unit; and · Service Unit Demand Per Unit of Development. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-3 The report also includes a section concerning the Plan for Awarding the Roadway Impact Fee Credit. In the case of the Town of Prosper, the credit calculation was based on awarding a 50 percent credit. The final section of the report is the Conclusion, which presents the findings of the update analysis. Sample calculations are provided for applying the fee to residential and commercial development. 4.1 Methodology To update roadway impact fees for the Town of Prosper, a series of work tasks were undertaken. These tasks are described below. 1. Meetings were held with the Town Staff and the Capital Improvement Advisory Committee (CIAC) to discuss the methodology to be used in the update. 2. Roadway service area structure was retained from the 2011 study. 3. Vehicle-miles of travel in the PM peak hour were retained as the service unit measure for roadway impact fee calculations. 4. A roadway conditions inventory was conducted to update lane geometries, roadway classifications and segment lengths, as necessary, of facilities in the impact fee program. Using updated traffic volumes provided by the Town, service area deficiencies were identified within the network. 5. Projected growth (service units) by service area over the ten-year planning period was determined using the 2016 Land Use Assumptions in conjunction with the revised Land Use Equivalency Table. Projected growth between the years 2016 and 2026 of population and employment are detailed in Section 2. 6. The previous roadway impact fee capital improvements program (IFCIP) was reviewed to ensure excess capacity remained in the program as well as to incorporate revised growth figures for each service area. Completed projects were identified by Town Staff and updated in the program. 7. Roadway cost data of construction, engineering, and right-of-way for impact fee projects were updated and compiled by service area based on data provided by Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-4 the Town. For recently completed projects, actual costs were incorporated into the system database. 8. The cost of capacity provided, maximum cost per service unit, and cost attributable to new development were calculated for each service area. 9. The Land Use Equivalency Table (service unit generation for specific land use categories) was updated to incorporate new trip rate and trip length data. Trip rate data was obtained from Trip Generation, Ninth Edition by the Institute of Transportation Engineers (ITE). Trip length statistics of the town were obtained from the North Central Texas Council of Governments (NCTCOG) travel demand model. 10. A report was prepared to document the procedures and findings of the analysis. 4.2 Roadway Impact Fee Calculation Inputs 4.2.1 Land Use Assumptions The land use assumptions used are presented in detail in Section 2 of this report. For purposes of roadway impact fees, the Town of Prosper was divided into two service areas contained entirely within the current corporate limits as shown in Figure 4-1. The BNSF railroad serves as the dividing line between the two areas. Table 4-1 presents the land use assumptions utilized in the roadway impact fee component. The population and employment estimates and projections were all compiled in accordance with the following categories: 1. Dwelling Units: Number of dwelling units, both single and multi-family. 2. Employment: Square feet of building area based on three (3) different classifications listed below. Each classification has unique trip making characteristics. · Retail: Land use activities which provide for the retail sale of goods that primarily serve households and whose locations choice is oriented toward the household sector, such as grocery stores and restaurants. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-5 · Service: Land use activities which provide personal and professional services such as government and other professional administrative offices. · Basic: Land use activities that produce goods and services such as those that export outside of the local economy, such as manufacturing, construction, transportation, wholesale, trade, warehousing, and other industrial uses. Table 4-1 Land Use Assumptions for Roadway Impact Fees SA Year Dwelling Units Employment (1,000 Square Feet) Basic Service Retail Total SA 1 (W of RR) 2016 819 213 1,307 447 1,967 2026 5,614 513 2,040 2,230 4,783 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-6 Table 4-2 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 1 Serv Reference Project Length Pct. in Area CIP No.Roadway From To Status (mi)Serv. Area5280 1/X 1-A FM 1385 US 380 Gee Rd New 0.94 50% 1/X 1-B FM 1385 Gee Rd Parvin Rd New 1.39 50% 1 1-Ca Gee Rd US 380 Fish Trap Rd Recoup 0.76 100% 1 1-Cb Gee Rd US 380 Fish Trap Rd New 0.76 100% 1 1-Cc Gee Rd Fish Trap Rd FM 1385 New 0.73 100% 1 1-Cd Gee Rd Fish Trap Rd FM 1385 New 0.73 100% 1 1-Da Teel Pkwy US 380 Fish Trap Rd Recoup 0.73 100% 1 1-Db Teel Pkwy US 380 Fish Trap Rd New 0.73 100% 1/X 1-Ea Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl Recoup 0.75 50% 1/X 1-Eb Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl New 0.75 50% 1/X 1-Ec Teel Pkwy 2680' S of Prosper Trl 1705' S of Prosper Trl New 0.18 50% 1 1-F Teel Pkwy 1705' S of Prosper Trl Prosper Trl New 0.32 100% 1 1-G Teel Pkwy Prosper Trl Parvin Rd New 0.54 100% 1 1-Ha Legacy Dr US 380 Prairie Dr Recoup 0.39 100% 1 1-Hb Legacy Dr US 380 Prairie Dr New 0.39 100% 1 1-Hc Legacy Dr Prairie Dr Fish Trap Rd New 0.60 100% 1 1-I Legacy Dr Fish Trap Rd Ex. Parvin Rd New 1.68 100% 1/X 1-J Legacy Dr Ex. Parvin Rd Frontier Pkwy New 0.46 50% 1 1-K DNT E Collector US 380 1320' S of Fish Trap Rd New 0.77 100% 1 1-L DNT E Collector 1320' S of Fish Trap Rd Fish Trap Rd New 0.25 100% 1 1-Ma Cook Ln Fish Trap Rd 1320' S of Prosper Trl New 0.75 100% 1 1-Mb DNT E Collector Prosper Trl Frontier Pkwy New 1.00 100% 1/X 1-N Parvin Rd FM 1385 3680' E of Teel Pkwy New 2.44 50% 1/X 1-O Frontier Pkwy/FM 1461 Legacy Dr DNT New 1.08 50% 1/X 1-P Frontier Pkwy/FM 1461 DNT BNSF RR New 1.09 50% 1 1-Q Prosper Trl Teel Pkwy 3660' E of Teel Pkwy New 0.69 100% 1 1-R E-W Collector DNT DNT E Collector New 0.48 100% 1/X 1-S Prosper Trl 2110' W of Legacy Dr 1600' W of Legacy Dr New 0.10 50% 1 1-T Prosper Trl 1600' W of Legacy Dr DNT New 1.39 100% 1 1-U Prosper Trl DNT BNSF RR Recoup 0.84 100% 1 1-Va Fish Trap Rd Gee Rd Teel Pkwy New 1.22 100% 1 1-Vb Fish Trap Rd Gee Rd Teel Pkwy Recoup 1.22 100% 1/X 1-W Fish Trap Rd Teel Pkwy 2530' E of Teel Pkwy New 0.48 50% 1 1-Xa Fish Trap Rd 2530' E of Teel Pkwy DNT New 1.99 100% 1 1-Xb Firs t St DNT BNSF RR New 0.65 100% 1 1-Ya Prairie Dr Teel Pkwy Winding Oak New 0.84 100% 1 1-Yb Prairie Dr Winding Oak Legacy Dr Recoup 0.26 100% 1 1-Yc Prairie Dr Winding Oak Legacy Dr New 0.26 100% 1 1-Yd Prairie Dr Legacy Dr Fish Trap Rd New 1.61 100% 1 1-Z Shawnee Trl Fish Trap Rd Parvin Rd New 2.05 100% 1 1-AA Lovers Ln US 380 BNSF RR New 1.84 100% 1 1-BB DNT Frontage Rd US 380 Frontier Pkwy New 3.00 100% 1 I-1 Signal Installation DNT Frontier Pkwy New 0.00 100% 1 I-2 Signal Installation DNT Prosper Trl New 0.00 100% 1 I-3 Signal Installation DNT First St New 0.00 100% Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-7 Table 4-3 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 2 Serv Reference Project Length Pct. in Area CIP No.Roadway From To Status (mi)Serv. Area5280 2 2-A Preston Rd US 380 Frontier Pkwy Recoup 3.25 100% 2 2-B Coit Rd US 380 First St New 1.01 100% 2 2-C Coit Rd First St Frontier Pkwy New 2.01 100% 2 2-D Coit Rd US 380 First St Recoup 1.01 100% 2 2-E Hays Rd First St Preston Rd New 0.88 100% 2/X 2-F Custer Rd US 380 First St New 1.24 50% 2/X 2-G Custer Rd First St Prosper Trl New 0.76 50% 2/X 2-H Custer Rd Prosper Trl 2605' N of Prosper Trl New 0.49 50% 2/X 2-I Frontier Pkwy/FM 1461 BNSF RR Preston Rd New 0.93 50% 2/X 2-J Frontier Pkwy/FM 1461 Preston Rd Coit Rd New 0.98 50% 2/X 2-K Frontier Pkwy/FM 1461 Coit Rd 1405' W of Custer Rd New 1.99 50% 2 2-L Prosper Trl BNSF RR Preston Rd Recoup 1.11 100% 2 2-M Prosper Trl Preston Rd Coit Rd New 1.02 100% 2 2-N Prosper Trl Coit Rd 3995' W of Custer Rd New 1.26 100% 2/X 2-Oa Prosper Trl 3995' W of Custer Rd 3085' W of Custer Rd New 0.17 50% 2 2-Ob Prosper Trl 3085' W of Custer Rd 2645' W of Custer Rd New 0.08 100% 2/X 2-P Prosper Trl 2645' W of Custer Rd 1915' W of Custer Rd New 0.14 50% 2 2-Q Prosper Trl 1915' W of Custer Rd Custer Rd New 0.36 100% 2 2-R Firs t St BNSF RR N Coleman St New 0.37 100% 2 2-S Firs t St N Coleman St Craig St New 0.46 100% 2 2-T Firs t St Craig St Coit Rd Recoup 0.16 100% 2 2-U Firs t St Coit Rd Custer Rd New 2.05 100% 2 2-V Lovers Ln BNSF RR Preston Rd New 0.84 100% 2 2-W Lovers Ln Preston Rd US 380 New 0.64 100% 2 2-Xa Ric hland Blvd Preston Rd 700' W of La Cima New 0.74 100% 2 2-Xb Richland Blvd 700' W of La Cima 450' E of La Cima New 0.22 100% 2 2-Xc Richland Blvd 450' E of La Cima Prosper Commons New 0.56 100% 2 2-Ya Coleman St Preston Rd First St New 0.78 100% 2 2-Yb Coleman St First St Reynolds Middle School New 0.66 100% 2 2-Z Coleman St Reynolds Middle School Prosper Trl New 0.36 100% 2 2-AAa Coleman St Prosper Trl Talon Recoup 0.46 100% 2 2-AAb Coleman St Prosper Trl Talon New 0.46 100% 2 2-BBa Coleman St Talon Victory Ln Recoup 0.64 100% 2 2-BBb Coleman St Talon Victory Ln New 0.64 100% 2 2-CCa Coleman St Victory Ln Preston Rd Recoup 0.50 100% 2 2-CCb Coleman St Victory Ln Preston Rd New 0.50 100% 2 2-DD Victory Ln Coleman St Frontier Pkwy New 0.36 100% 2 2-EE McKinley St First St Coleman St New 0.61 100% 2 2-FF Craig Rd Preston Rd Broadway St New 0.42 100% 2 2-GGa Broadway St McKinley St Coleman St New 0.22 100% 2 2-GGb Broadway St Coleman St Preston Rd New 0.70 100% 2 I-4 Signal Installation Coit Rd Richland Blvd New 0.00 100% 2 I-5 Signal Installation Coit Rd Prosper Trl New 0.00 100% 2 I-6 Signal Installation Coit Rd First St New 0.00 100% 2/X I-7 Signal Installation Victory Ln Frontier Pkwy New 0.00 50% Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-8 Figure 4-1 CIP for Roadway Impact Fees Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-9 4.3 Methodology For Roadway Impact Fees 4.3.1 Service Area Chapter 395 requires that service areas be defined for roadway impact fees to ensure that facility improvements are located in close proximity to areas generating needs. Legislative requirements stipulate that roadway service areas be limited to a six-mile maximum and must be located within the current town limits. Transportation service areas are different from water and wastewater systems, which can include the town limits and its extra-territorial jurisdiction (ETJ) or other defined service area. This is primarily because roadway systems are "open" to both local and regional (non-town) use as opposed to a defined level of utilization from residents within a water and wastewater system. The result is that new development can only be assessed an impact fee based on the cost of necessary capital improvements within that service area. The Town of Prosper’s two roadway service areas, illustrated in Figure 4-1, were retained in this update with revisions made to include any annexations. 4.3.2 Service Units Service units establish a relationship between roadway projects and demand placed on the street system by development, as well as provide the ability to calculate and assess impact fees for specific development proposals. As defined in Chapter 395, "Service unit means a standardized measure of consumption, use, generation, or discharge attributable to an individual unit of development in accordance with generally accepted engineering or planning standards for a particular category of capital improvements or facility expansions." To determine the roadway impact fee for a particular development, the service unit must accurately identify the impact that the development will have on the major roadway system (i.e., arterial and collector roads) serving the development. This impact is a combination of the number of new trips generated by the development, the particular peaking characteristics of the land- use(s) within the development, and the length of each new trip on the transportation system. The service unit must also reflect the capacity, which is provided by the roadway system, and the demand placed on the system during the time in which peak, or design, conditions are present on the system. Transportation facilities are designed and constructed to accommodate volumes Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-10 expected to occur during the peak hours (design hours). These peak hour volumes typically occur during the typical weekday as motorists travel to and from work. The vehicle-mile during the PM peak hour serves as the service unit for impact fees in Prosper. This service unit establishes a more precise measure of capacity, utilization and intensity of land development through the use of published trip generation data. It also recognizes legislative requirements with regards to trip length. Another aspect of the service unit is the service volume that is provided (supplied) by a lane-mile of roadway facility. This number, also referred to as capacity, is a function of the facility type, facility configuration, number of lanes, and level of service. The hourly service volumes used in the Roadway Impact Fee Update are based upon Thoroughfare Capacity Criteria published by the North Central Texas Council of Governments (NCTCOG). Table 4-4 and Table 4-5 show the service volumes utilized in this report. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-11 Table 4-4 Service Volumes for Proposed Facility Types Roadway Type (Classification) Median Configuration Hourly Vehicle-Mile Capacity per Lane-Mile of Roadway Facility Collector Street (2LC) Undivided 450 Commercial Couplet (3L) Undivided 500 Minor Thoroughfare (4LD) Divided 650 Ultimate Major Thoroughfare (6LD) Divided 700 Table 4-5 Service Volumes for Existing Facility Types Roadway Type Description Hourly Vehicle-Mile Capacity per Lane-Mile of Roadway Facility 2UR Rural Cross-Section (i.e., gravel, dirt, etc.) 150 2UA Two lane undivided – Arterial Type 700 2UC Two lane undivided – Collector Type 450 3SC Three lane undivided (TWLTL) – Collector Type 500 3SA Three lane undivided (TWLTL) – Arterial Type 700 4UA Four lane undivided (TWLTL) – Arterial Type 525 4DA Four lane divided – Arterial Type 650 5SA Five lane undivided (TWLTL) – Arterial Type 700 6DA Six lane divided – Arterial Type 700 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-12 4.3.3 Cost Per Service Unit A fundamental step in the impact fee process is to establish the cost for each service unit. In the case of the roadway impact fee, this is the cost for each vehicle-mile of capacity on the CIP network. This cost per service unit is the cost to construct a roadway (lane-mile) needed to accommodate a vehicle-mile of travel at a level of service corresponding to the Town’s standards. The costs for service units are calculated for each service area based on a specific list of projects within that service area. The second component of the cost per service unit is the number of service units in each service area. This number is the measure of the growth in transportation capacity consumption that is projected to occur in the ten-year period. Chapter 395 requires that Impact Fees be assessed only to pay for growth projected to occur in the town limits within the next ten-years, a concept that will be covered in a later section of this report (see Section 4.2.5). As noted earlier, the units of demand are vehicle-miles of travel. 4.3.4 Cost of the CIP In general, those costs associated with the design, right-of-way acquisition, and construction and financing of all items necessary to implement the roadway projects identified in the capital improvements plan are eligible. It is important to note that upon completion of the capital improvements identified in the CIP, the Town must recalculate the impact fee using the actual costs and make refunds if the actual cost is less than the impact fee paid by greater than 10 percent. To prevent this situation, conservative estimates of project cost are considered. Chapter 395.012 identifies roadway costs eligible for impact fee recovery. The law states that: “An impact fee may be imposed only to pay the cost of constructing capital improvements for facility expansions, including and limited to the construction contract price, surveying and engineering fees, land acquisition costs, including land purchases, court awards and costs, attorney fees, and expert witness fees; and fees actually paid or contracted to be paid to an independent qualified Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-13 engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision.” “Projected interest charges and other finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principal and interest on bonds, notes, or other obligations issued by or on behalf of the political subdivision to finance the capital improvements or facility expansions identified in the capital improvements plan and are not used to reimburse bond funds expended for facilities that are not identified in the capital improvements plan.” The following details the individual cost components of the impact fee CIP. Construction: Construction costs include those costs which are normally associated with construction, including: paving, dirt work (including sub-grade preparation, embankment fill and excavation), clearing and grubbing, retaining walls or other slope protection measures, and general drainage items which are necessary in order to build the roadway and allow the roadway to fulfill its vehicle carrying capability. Individual items may include; bridges, culverts, inlets and storm sewers, junction boxes, man holes, curbs and/or gutters, and channel linings and other erosion protection appurtenances. Other items included in cost estimates may include: sidewalks, traffic control devices at select locations (initial cost only), and minimal sodding/landscaping. Engineering: These are the costs associated with the design and surveying necessary to construct the roadway. Because the law specifically references fees, it has generally been understood that in-house Town design and surveying cannot be included. Only those services that are contracted out can be included and it may be necessary to use outside design and surveying firms to perform the work. For planned projects, a percentage based on typical engineering contracts was used to estimate these fees. Right-of-Way: Any land acquisition cost estimated to be necessary to construct a roadway can be included in the cost estimate. For planning purposes, only the Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-14 additional amount of land needed to bring a roadway right-of-way to thoroughfare standard was considered. For example, if a 120’ right-of-way for an arterial road was needed and 80’ of right-of-way currently existed, only 40’ would be considered in the acquisition cost. The cost for right-of-way may vary based on location of project and will be based on data from the most current County Appraisal District data. Debt Service: Predicted interest charges and finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principle and interest on bonds, notes, or other obligations issued by the Town to finance capital improvements identified in the impact fee capital improvements plans. They cannot be used to reimburse bond funds for other facilities. Previous Assessments: The cost for any previous assessments collected by the Town on projects identified on the impact fee CIP must be removed from system consideration. Study Updates: The fees paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision can be included in the impact fees. Only the cost necessitated by new development within the 10-year plan period will be considered for impact fee consideration. For example, if only 60% of the capacity provided by the impact fee CIP is needed over the ten-year window, then only 60% of the cost associated with those facilities is considered in the cost per service unit calculation. Table 4-6 and Table 4-7 are the list of CIP projects for the Town of Prosper with conceptual level project cost projections. Detailed cost projections and the methodology used for each individual project can be seen in Appendix F - Conceptual Level Project Cost Projections. It should be noted that these tables reflect only conceptual-level opinions or assumptions regarding the portions of future project costs that are potentially recoverable through impact fees. Actual costs of Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-15 construction are likely to change with time and are dependent on market and economic conditions that cannot be precisely predicted at this time. This CIP establishes the list of projects for which impact fees may be utilized. Essentially, it establishes a list of projects for which an impact fee funding program can be established. This is different from a Town’s construction CIP, which provides a broad list of capital projects for which the Town is committed to building. The cost projections utilized in this study should not be utilized for the Town’s building program or construction CIP. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-16 Table 4-6 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Projections – Service Area 1 Serv Reference Project Length Pct. in Total Project Area CIP No.Roadway From To Status (mi)Serv. Area Cost5280 1/X 1-A FM 1385 US 380 Gee Rd New 0.94 50%$610 ,620 1/X 1-B FM 1385 Gee Rd Parvin Rd New 1.39 50%$988 ,548 1 1-Ca Gee Rd US 380 Fish Trap Rd Recoup 0.76 100%$2,280,000 1 1-Cb Gee Rd US 380 Fish Trap Rd New 0.76 100%$3,912,240 1 1-Cc Gee Rd Fish Trap Rd FM 1385 New 0.73 100%$2,317,000 1 1-Cd Gee Rd Fish Trap Rd FM 1385 New 0.73 100%$4,171,560 1 1-Da Teel Pkwy US 380 Fish Trap Rd Recoup 0.73 100%$1,318,000 1 1-Db Teel Pkwy US 380 Fish Trap Rd New 0.73 100%$3,564,840 1/X 1-Ea Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl Recoup 0.75 50%$1,300,000 1/X 1-Eb Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl New 0.75 50%$2,499,720 1/X 1-Ec Teel Pkwy 2680' S of Prosper Trl 1705' S of Prosper Trl New 0.18 50%$663 ,780 1 1-F Teel Pkwy 1705' S of Prosper Trl Prosper Trl New 0.32 100%$2,305,320 1 1-G Teel Pkwy Prosper Trl Parvin Rd New 0.54 100%$4,533,360 1 1-Ha Legacy Dr US 380 Prairie Dr Recoup 0.39 100%$969 ,000 1 1-Hb Legacy Dr US 380 Prairie Dr New 0.39 100%$2,021,880 1 1-Hc Legacy Dr Prairie Dr Fish Trap Rd New 0.60 100%$4,971,240 1 1-I Legacy Dr Fish Trap Rd Ex. Parvin Rd New 1.68 100%$11,918,280 1/X 1-J Legacy Dr Ex. Parvin Rd Frontier Pkwy New 0.46 50%$1,650,960 1 1-K DNT E Collector US 380 1320' S of Fish Trap Rd New 0.77 100%$2,842,080 1 1-L DNT E Collector 1320' S of Fish Trap Rd Fish Trap Rd New 0.25 100%$882 ,840 1 1-Ma Cook Ln Fish Trap Rd 1320' S of Prosper Trl New 0.75 100%$1,550,000 1 1-Mb DNT E Collector Prosper Trl Frontier Pkwy New 1.00 100%$3,708,240 1/X 1-N Parvin Rd FM 1385 3680' E of Teel Pkwy New 2.44 50%$4,417,890 1/X 1-O Frontier Pkwy/FM 1461 Legacy Dr DNT New 1.08 50%$2,011,680 1/X 1-P Frontier Pkwy/FM 1461 DNT BNSF RR New 1.09 50%$1,833,000 1 1-Q Prosper Trl Teel Pkwy 3660' E of Teel Pkwy New 0.69 100%$3,703,560 1 1-R E-W Collector DNT DNT E Collector New 0.48 100%$800 ,000 1/X 1-S Prosper Trl 2110' W of Legacy Dr 1600' W of Legacy Dr New 0.10 50%$281 ,640 1 1-T Prosper Trl 1600' W of Legacy Dr DNT New 1.39 100%$7,897,800 1 1-U Prosper Trl DNT BNSF RR Recoup 0.84 100%$1,148,752 1 1-Va Fish Trap Rd Gee Rd Teel Pkwy New 1.22 100%$5,004,240 1 1-Vb Fish Trap Rd Gee Rd Teel Pkwy Recoup 1.22 100%$2,866,000 1/X 1-W Fish Trap Rd Teel Pkwy 2530' E of Teel Pkwy New 0.48 50%$849 ,490 1 1-Xa Fish Trap Rd 2530' E of Teel Pkwy DNT New 1.99 100%$11,578,200 1 1-Xb First St DNT BNSF RR New 0.65 100%$5,235,840 1 1-Ya Prairie Dr Teel Pkwy Winding Oak New 0.84 100%$5,044,680 1 1-Yb Prairie Dr Winding Oak Legacy Dr Recoup 0.26 100%$646 ,000 1 1-Yc Prairie Dr Winding Oak Legacy Dr New 0.26 100%$879 ,570 1 1-Yd Prairie Dr Legacy Dr Fish Trap Rd New 1.61 100%$9,603,360 1 1-Z Shawnee Trl Fish Trap Rd Parvin Rd New 2.05 100%$12,642,000 1 1-AA Lovers Ln US 380 BNSF RR New 1.84 100%$11,013,780 1 1-BB DNT Frontage Rd US 380 Frontier Pkwy New 3.00 100%$9,550,000 1 I-1 Signal Installation DNT Frontier Pkwy New 0.00 100%$175 ,000 1 I-2 Signal Installation DNT Prosper Trl New 0.00 100%$175 ,000 1 I-3 Signal Installation DNT First St New 0.00 100%$175 ,000 Sub-total SA 1 39.13 $158,511,990 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-17 Table 4-7 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Opinions – Service Area 2 Serv Reference Project Length Pct. in Total Project Area CIP No.Roadway From To Status (mi)Serv. Area Cost5280 2 2-A Preston Rd US 380 Frontier Pkwy Recoup 3.25 100%$2,500,000 2 2-B Coit Rd US 380 First St New 1.01 100%$2,557,200 2 2-C Coit Rd First St Frontier Pkwy New 2.01 100%$14,249,760 2 2-D Coit Rd US 380 First St Recoup 1.01 100%$1,284,885 2 2-E Hays Rd First St Preston Rd New 0.88 100%$400 ,000 2/X 2-F Custer Rd US 380 First St New 1.24 50%$918 ,852 2/X 2-G Custer Rd First St Prosper Trl New 0.76 50%$575 ,856 2/X 2-H Custer Rd Prosper Trl 2605' N of Prosper Trl New 0.49 50%$351 ,672 2/X 2-I Frontier Pkwy/FM 1461 BNSF RR Preston Rd New 0.93 50%$3,650,000 2/X 2-J Frontier Pkwy/FM 1461 Preston Rd Coit Rd New 0.98 50%$696 ,096 2/X 2-K Frontier Pkwy/FM 1461 Coit Rd 1405' W of Custer Rd New 1.99 50%$1,487,184 2 2-L Prosper Trl BNSF RR Preston Rd Recoup 1.11 100%$1,348,535 2 2-M Prosper Trl Preston Rd Coit Rd New 1.02 100%$5,345,000 2 2-N Prosper Trl Coit Rd 3995' W of Custer Rd New 1.26 100%$7,094,460 2/X 2-Oa Prosper Trl 3995' W of Custer Rd 3085' W of Custer Rd New 0.17 50%$465 ,900 2 2-Ob Prosper Trl 3085' W of Custer Rd 2645' W of Custer Rd New 0.08 100%$458 ,760 2/X 2-P Prosper Trl 2645' W of Custer Rd 1915' W of Custer Rd New 0.14 50%$371 ,700 2 2-Q Prosper Trl 1915' W of Custer Rd Custer Rd New 0.36 100%$1,949,940 2 2-R First St BNSF RR N Coleman St New 0.37 100%$2,118,488 2 2-S First St N Coleman St Craig St New 0.46 100%$2,549,960 2 2-T First St Craig St Coit Rd Recoup 0.16 100%$2,589,861 2 2-U First St Coit Rd Custer Rd New 2.05 100%$11,321,640 2 2-V Lovers Ln BNSF RR Preston Rd New 0.84 100%$5,034,420 2 2-W Lovers Ln Preston Rd US 380 New 0.64 100%$3,418,500 2 2-Xa Richland Blvd Preston Rd 700' W of La Cima New 0.74 100%$4,412,880 2 2-Xb Richland Blvd 700' W of La Cima 450' E of La Cima New 0.22 100%$1,070,400 2 2-Xc Richland Blvd 450' E of La Cima Prosper Commons New 0.56 100%$3,378,480 2 2-Ya Coleman St Preston Rd First St New 0.78 100%$4,526,640 2 2-Yb Coleman St First St Reynolds Middle School New 0.66 100%$2,452,560 2 2-Z Coleman St Reynolds Middle School Prosper Trl New 0.36 100%$1,911,960 2 2-AAa Coleman St Prosper Trl Talon Recoup 0.46 100%$2,597,529 2 2-AAb Coleman St Prosper Trl Talon New 0.46 100%$1,558,110 2 2-BBa Coleman St Talon Victory Ln Recoup 0.64 100%$500 ,000 2 2-BBb Coleman St Talon Victory Ln New 0.64 100%$2,183,040 2 2-CCa Coleman St Victory Ln Preston Rd Recoup 0.50 100%$311 ,830 2 2-CCb Coleman St Victory Ln Preston Rd New 0.50 100%$1,723,080 2 2-DD Victory Ln Coleman St Frontier Pkwy New 0.36 100%$2,137,560 2 2-EE McKinley St First St Coleman St New 0.61 100%$4,016,440 2 2-FF Craig Rd Preston Rd Broadway St New 0.42 100%$2,235,840 2 2-GGa Broadway St McKinley St Coleman St New 0.22 100%$1,147,200 2 2-GGb Broadway St Coleman St Preston Rd New 0.70 100%$3,144,840 2 I-4 Signal Installation Coit Rd Richland Blvd New 0.00 100%$175 ,000 2 I-5 Signal Installation Coit Rd Prosper Trl New 0.00 100%$175 ,000 2 I-6 Signal Installation Coit Rd First St New 0.00 100%$175 ,000 2/X I-7 Signal Installation Victory Ln Frontier Pkwy New 0.00 50%$87,500 Sub-total SA 2 32.04 $112,659,558 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-18 4.3.5 Service Unit Calculation The basic service unit for the computation of Prosper’s roadway impact fees is the vehicle-mile of travel during the afternoon peak-hour. To determine the cost per service unit, it is necessary to project the growth in vehicle-miles of travel for the service area for the ten-year study period. The growth in vehicle-miles from 2016 to 2026 is based upon projected changes in residential and non-residential growth for the period. In order to determine this growth, baseline estimates of population, basic square feet, service square feet, and retail square feet for 2016 were made along with projections for each of these demographic statistics through 2026. The Land Use Assumptions (see Section 4.2.1) details the growth estimates used for the impact fee determination. The residential and non-residential statistics in the Land Use Assumptions provide the “independent variables” that are used to calculate the existing (2016) and projected (2026) transportation service units used to establish the roadway impact fee maximum rates within each service area. The roadway demand service units (vehicle-miles) for each service area are the sum of the vehicle-miles “generated” by each category of land use in the service area. For the purpose of impact fees, all developed and developable land is categorized as either residential or non-residential. For residential land uses, the existing and projected population is converted to dwelling units. The number of dwelling units in each service area is multiplied by a service unit equivalence (SUE) to compute the vehicle-miles of travel that occur during the afternoon peak hour. This factor computes the average amount of demand caused by the residential land uses in the service area. The service unit equivalence is discussed in more detail below. For non-residential land uses, the process is similar. The Land Use Assumptions provide the existing and projected amount of building square footages for three (3) categories of non-residential land uses – basic, service, and retail. These categories correspond to an aggregation of other specific land use categories based on the North American Industrial Classification System (NAICS). Building square footage is the most common independent variable for the estimation of non- residential trips in the Institute of Transportation Engineers’ (ITE), Trip Generation Manual, 9th Edition. This independent variable is more appropriate than the number of employees because Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-19 building square footage is tied more closely to trip generation and is known at the time of application for any development or development modification that would require the assessment of an impact fee. The existing and projected land use assumptions for the dwelling units and the square footage of basic, service, and retail land uses provided the basis for the projected increase in vehicle-miles of travel. As noted earlier, a service unit equivalency is applied to these values and then summed to calculate the total peak-hour vehicle-miles of demand for each service area. The service unit equivalencies are aggregate rates derived from two sources – the ITE, Trip Generation Manual, 9th Edition, and the regional Origin-Destination Travel Survey performed by NCTCOG and the National Household Travel Survey (NHTS). The ITE, Trip Generation Manual, 9th Edition, provides the number of trips that are produced or attracted to the land use for each dwelling unit, square foot of building, or other corresponding unit. For the retail category of land uses, the rate is adjusted to account for the fact that a percentage of retail trips are made by people who would otherwise be traveling past that particular establishment anyway, such as a trip between work and home. These trips are called pass-by trips, and since the travel demand is accounted for in the land use calculations relative to the primary trip, it is necessary to discount the retail rate to avoid double counting trips. The next component of the service unit equivalency accounts for the length of each trip. The average trip length for each category is based on the region-wide travel characteristics survey conducted by the NCTCOG and the NHTS. The computation of the service unit equivalency can be expressed as the product of the trip generation rate of the development, reduced for pass-by trips, and the average trip length, with a maximum length of 6 miles per service area limitations. For example, a development generating 100 vehicle trips in the PM peak hour with an average trip length of two miles would generate: 100 vehicle-trips x 2 miles/trip = 200 vehicle-miles For land uses which are characterized by longer average trip lengths (primarily residential uses), the maximum trip length has been limited to six (6) miles based on the maximum trip length within each service area per Chapter 395 of the Texas Local Government Code. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-20 The adjustment made to the average trip length statistic in the computation of the maximum trip length is the origin-destination reduction. This adjustment is made because the roadway impact fee is charged to both the origin and destination generated trips. For example, the impact fee methodology will account for a trips to and from home to work within Prosper for both residential and non-residential land uses. To avoid counting these trips as both residential and non-residential trips, a 50% origin-destination reduction factor is applied. Therefore, only half of the full trip length is assessed to each land use. Table 4-8 shows the derivation of the Service Unit Equivalency for the residential land uses and the three (3) non-residential land use categories. The values utilized for all variables shown in the service unit equivalency equation are also shown in the table. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-21 Table 4-8 Service Unit Equivalency Calculations Variable Residential Basic Service Retail Trip Rate 1.00 0.97 1.49 2.45 Pass-by Rate 0% 0% 0% 34% Full Trip Length 17.21 10.02 10.92 6.43 Average Trip Length* 6.00 5.01 5.46 3.22 SUE 6.00 4.86 8.14 7.87 * Average Trip Length is one half of full trip length. Residential trip lengths were capped at 6.00 miles due to the maximum size of service areas. The application of the demographic projections and the service unit equivalencies are presented in the 10-Year Growth Projections in Table 4-9. This table shows the total vehicle miles by service area for the years 2016 and 2026. These estimates and projections lead to the Vehicle Miles of Travel for both 2016 and 2026. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-22 Table 4-9 10 Year Growth Projections Ye a r 2 0 1 6 Ba s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l T o t a l 1 8 1 9 4 , 9 1 4 2 1 3 1 , 3 0 7 4 4 7 1, 0 3 5 1 0 , 6 3 9 3 , 5 1 8 1 5 , 1 9 2 2 0 , 1 0 6 2 4 , 8 4 4 29 , 0 6 4 0 1 , 9 0 0 5 3 3 0 1 5 , 4 6 6 4 , 1 9 5 1 9 , 6 6 1 4 8 , 7 2 5 To t a l 5 , 6 6 3 33 , 9 7 8 2 1 3 3 , 2 0 7 9 8 0 1, 0 3 5 2 6 , 1 0 5 7 , 7 1 3 3 4 , 8 5 3 6 8 , 8 3 1 Ye a r 2 0 2 6 Ba s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l T o t a l 1 5 , 6 1 4 33 , 6 8 4 5 1 3 2 , 0 4 0 2 , 2 3 0 2, 4 9 3 1 6 , 6 0 6 1 7 , 5 5 0 3 6 , 6 4 9 7 0 , 3 3 3 2 7 , 4 1 7 44 , 5 0 2 0 3 , 5 1 7 3 , 3 3 0 0 2 8 , 6 2 8 2 6 , 2 0 7 5 4 , 8 3 5 9 9 , 3 3 7 To t a l 1 3 , 0 3 1 78 , 1 8 6 5 1 3 5 , 5 5 7 5 , 5 6 0 2, 4 9 3 4 5 , 2 3 4 4 3 , 7 5 7 9 1 , 4 8 4 1 6 9 , 6 7 0 Ve h i c l e - M i l e s o f I n c r e a s e ( 2 0 1 6 - 2 0 2 6 ) 1 5 0 , 2 2 7 2 5 0 , 6 1 3 To t a l 1 0 0 , 8 4 0 6. 0 0 4. 8 6 8 . 1 4 7 . 8 7 Se r v i c e Ar e a Ve h i c l e - Mi l e s Se r v i c e Ar e a Re s i d e n t i a l V e h i c l e - M i l e s No n - R e s i d e n t i a l V e h i c l e - M i l e s Total Vehicle-Miles Dw e l l i n g Un i t s SU E Ve h i c l e - Mi l e s Sq u a r e F e e t SU E Ve h i c l e - M i l e s Total Vehicle-Miles Sq u a r e F e e t SU E Ve h i c l e - M i l e s 6. 0 0 4. 8 6 8 . 1 4 7 . 8 7 Re s i d e n t i a l V e h i c l e - M i l e s Dw e l l i n g Un i t s SU E Ve h i c l e - Mi l e s Se r v i c e Ar e a No n - R e s i d e n t i a l V e h i c l e - M i l e s Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-23 4.4 Impact Fee Calculation 4.4.1 Maximum Assessable Roadway Impact Fee Per Service Unit This section presents the maximum assessable roadway impact fee rate calculated for each service area. The maximum assessable roadway impact fee is the sum of the eligible Impact Fee CIP costs for the service area divided by the growth in travel attributable to new development projected to occur within the 10-year period. A majority of the components of this calculation have been described and presented in previous sections of this report. The purpose of this section is to document the computation for each service area and to demonstrate that the guidelines provided by Chapter 395 of the Texas Local Government Code have been addressed. Table 4-10 illustrates the computation of the maximum assessable impact fee computed for each service area. Each row in the table is numbered to simplify the explanation of the calculation. Line Title Description 1 Total Vehicle-Miles of Capacity Added by the CIP The total number of vehicle-miles added to the service area based on the capacity, length, and number of lanes in each project. (from Appendix G – CIP Service Units of Supply) Each project identified in the Roadway Impact Fee CIP will add a certain amount of capacity to the Town’s roadway network based on its length and classification. This line displays the total amount added within the service area. 2 Total Vehicle-Miles of Existing Demand A measure of the amount of traffic currently using the roadway facilities upon which capacity is being added. (from Appendix G – CIP Service Units of Supply) A number of facilities identified in the Roadway Impact Fee CIP have traffic currently utilizing a portion of their existing capacity. This line displays the total amount of capacity along these facilities currently being used by existing traffic. 3 Total Vehicle-Miles of Existing Deficiencies Number of vehicle-miles of travel that are not accommodated by the existing roadway system. (from Appendix H – Existing Roadway Facilities Inventory) In order to ensure that existing deficiencies on the Town’s roadway network are not recoverable through impact fees, this line is based on the entire roadway network within the service area. Any roadway within the service area that is deficient – even those not identified on the Roadway Impact Fee CIP – will have these additional trips removed from the calculation. 4 Net Amount of Vehicle- Miles of Capacity Added A measurement of the amount of vehicle-miles added by the CIP that will not be utilized by existing demand. (Line 1 – Line 2 – Line 3) Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-24 5 Total Cost of the CIP within the Service Area The total cost of the projects within the service area (from Table 4- 6/Table 4-7 - 10-Year Roadway Capital Improvements Plan with Conceptual Level Cost Projections) This line simply identifies the total cost of all of the projects identified in the service area. 6 Cost of Net Capacity Supplied The total CIP cost (Line 5) prorated by the ratio of Net Capacity Added (Line 4) to Total Capacity Added (Line 1). [(Line 4 / Line 1) * (Line 5)] Using the ratio of vehicle-miles added by the Roadway Impact Fee CIP available to serve future growth to the total vehicle-miles added, the total cost of the Impact Fee CIP is reduced to the amount available for future growth (i.e., excluding existing usage and deficiencies). 7 Cost to Meet Existing Needs and Usage The difference between the Total Cost of the CIP (Line 5) and the Cost of the Net Capacity supplied (Line 6). (Line 5 – Line 6) This line is provided for information purposes only – it is to present the portion of the total cost of the Roadway Impact Fee CIP that is required to meet existing demand. 8 Total Vehicle-Miles of New Demand over Ten Years Based upon the growth projection provided in the Land Use Assumptions (see Section 4.1.1), an estimate of the number of new vehicle-miles within the service area over the next ten years. (from Table 4-9) This line presents the amount of growth (in vehicle-miles) projected to occur within each service area over the next ten years. 9 Percent of Capacity Added Attributable to New Growth The result of dividing Total Vehicle-Miles of New Demand (Line 8) by the Net Amount of Capacity Added (Line 4), limited to 100% (Line 10). This calculation is required by Chapter 395 to ensure capacity added is attributable to new growth. 10 Chapter 395 Check In order to ensure that the vehicle-miles added by the Roadway Impact Fee CIP do not exceed the amount needed to accommodate growth beyond the ten-year window, a comparison of the two values is performed. If the amount of vehicle-miles added by the Roadway Impact Fee CIP exceeds the growth projected to occur in the next ten years, the Roadway Impact Fee CIP cost is reduced accordingly. 11 Cost of Capacity Added Attributable to New Growth The result of multiplying the Cost of Net Capacity Added (Line 6) by the Percent of Capacity Added Attributable to New Growth, limited to 100% (Line 10). The value of the total Roadway Impact Fee CIP project costs (excluding financial costs) that may be recovered through impact fees. This line is determined considering the limitations to impact fees required by the Texas legislature. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-25 4.4.2 Plan For Awarding the Roadway Impact Fee Credit Chapter 395 of the Texas Local Government Code requires the Capital Improvements Plan for Roadway Impact Fees to contain specific enumeration of a plan for awarding the impact fee credit. Section 395.014 of the Code states: “(7) A plan for awarding: (A) a credit for the portion of ad valorem tax and utility service revenues generated by new service units during the program period that is used for the payment of improvements, including the payment of debt, that are included in the capital improvements plan; or (B) In the alternative, a credit equal to 50 percent of the total projected cost of implementing the capital improvements plan…” The following table summarizes the portions of Table 4-10 that utilize this credit calculation, based on awarding a 50 percent credit. Line Title Description 12 Financing Costs Using 4.0% Interest Rate for Bond Debt Service. 13 Existing Impact Fee Fund Balance Existing Roadway Impact Fees in fund balance as of 2016 14 Cost of the CIP and Fianncing Attributable to New Growth The sum of the Cost of Capacity Added Attributable to New Growth, Financing Costs, and Interest Earnings. (Line 11 + Line 12 – Line 13) 15 Pre-Credit Maximum Fee Per Service Unit Found by dividing the Cost of the CIP Attributable to New Growth (Line 14) by the Total Vehicle-Miles of New Demand Over Ten Years (Line 8). (Line 14 / Line 8) 16 Credit A credit equal to 50% of the total projected cost, as per section 395.014 of the Texas Local Government Code. 17 Recoverable Cost of CIP The difference between the Cost of the CIP and Financing Attributable to New Growth (Line 14) and the Credit for Ad Valorem Taxes (Line 16). (Line 14 - Line 16) 18 Maximum Assessable Fee Per Service Unit Found by dividing the Recoverable Cost of the CIP and Financing (Line 17) by the Total Vehicle-Miles of New Demand Over Ten Years (Line 8). (Line 17 / Line 8) Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-26 Table 4-10 Maximum Assessable Roadway Impact Fee Service Area LINE TITLE 1 (W. of RR) 2 (E. of RR) 1 TOTAL VEH-MI OF CAPACITY ADDED BY THE CIP (FROM CIP SERVICE UNITS OF SUPPLY, APPENDIX G) 82,498 76,258 2 TOTAL VEH-MI OF EXISTING DEMAND (FROM CIP SERVICE UNITS OF SUPPLY, APPENDIX G) 3,782 18,060 3 TOTAL VEH-MI OF EXISTING DEFICIENCIES (FROM EXISTING ROADWAY FACILITIES INVENTORY, APPENDIX H) 3,527 0 4 NET AMOUNT OF VEH-MI OF CAPACITY ADDED (LINE 1- LINE 2 - LINE 3) 75,188 58,198 5 TOTAL COST OF THE CIP WITHIN SERVICE AREA (FROM Table 4-6/Table 4-7) $158,511,990 $112,659,558 6 COST OF NET CAPACITY SUPPLIED (LINE 4 / LINE 1)*(LINE 5) $144,466,550 $85,979,179 7 COST TO MEET EXISTING NEEDS AND USAGE (LINE 5 - LINE 6) $14,045,440 $26,680,379 8 TOTAL VEH-MI OF NEW DEMAND OVER TEN YEARS (FROM Table 4-9 AND Land Use Assumptions) 50,227 50,613 9 PERCENT OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH (LINE 8 / LINE 4) 66.8% 87.0% 10 IF LINE 8 > LINE 4, REDUCE LINE 9 TO 100%, OTHERWISE NO CHANGE 66.8% 87.0% 11 COST OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH (LINE 6 * LINE 10) $96,505,861 $74,772,644 12 FINANCING COSTS $30,253,316 $22,086,856 13 EXISTING IMPACT FEE FUND BALANCE $0 $0 14 COST OF CIP AND FINANCING ATTRIBUTABLE TO GROWTH (LINE 11 + LINE 12 – LINE 13) $126,759,177 $96,859,500 15 PRE-CREDIT MAX FEE PER SERVICE UNIT ($ PER VEH-MI) (LINE 14 / LINE 8) $2,522 $1,912 16 CREDIT (50% OF LINE 14) $63,379,589 $48,429,750 17 RECOVERABLE COST OF CIP AND FINANCING (LINE 14 – LINE 16) $63,379,589 $48,429,750 18 MAX ASSESSABLE FEE PER SERVICE UNIT ($ PER VEH-MI) (LINE 17 / LINE 8) $1,261 $956 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-27 4.4.3 Service Unit Demand Per Unit of Development The roadway impact fee is determined by multiplying the impact fee rate by the number of service units projected for the proposed development. For this purpose, the Town utilizes the Land Use/Vehicle-Mile Equivalency Table (LUVMET), presented in Table 4-11. This table lists the predominant land uses that may occur within the Town of Prosper. For each land use, the development unit that defines the development’s magnitude with respect to transportation demand is shown. Although every possible use cannot be anticipated, the majority of uses are found in this table. If the exact use is not listed, one similar in trip-making characteristics can serve as a reasonable proxy. The individual land uses are grouped into categories, such as residential, office, commercial, industrial, and institutional. The trip rates presented for each land use is a fundamental component of the LUVMET. The trip rate is the average number of trips generated during the afternoon peak hour by each land use per development unit. The next column, if applicable to the land use, presents the number of trips to and from certain land uses reduced by pass-by trips, as previously discussed. The source of the trip generation and pass-by statistics is the ITE Trip Generation Manual, 9th Edition, the latest edition for trip generation data. This manual utilizes trip generation studies for a variety of land uses throughout the United States, and is the standard used by traffic engineers and transportation planners for traffic impact analysis, site design, and transportation planning. To convert vehicle trips to vehicle-miles, it is necessary to multiply trips by trip length. The adjusted trip length values are based on the Regional Origin-Destination Travel Survey performed by the NCTCOG and the NHTS. The other adjustment to trip length is the 50% origin-destination reduction to avoid double counting of trips. At this stage, another important aspect of the state law is applied – the limit on transportation service unit demand. If the adjusted trip length is above the maximum trip length allowed within the service area, the maximum trip length used for calculation is reduced to the corresponding value. This reduction, as discussed previously, limits the maximum trip length to the approximate size of the service areas. The remaining column in the LUVMET shows the vehicle-miles per development unit. This number is the product of the trip rate and the maximum trip length. This number, previously referred to as the Service Unit Equivalence, is used in the impact fee estimate to compute the number of Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-28 service units consumed by each land use application. The number of service units is multiplied by the impact fee rate (established by Town ordinance) in order to determine the impact fee for a development. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-29 Table 4-11 Land Use / Vehicle-Mile Equivalency Table (LUVMET) ITE Development Trip Gen Pass By Ave. Trip Rate NCTCOG Adj. Trip Max. Trip Veh-Mi Per Code Unit Rate (PM) Rate w/ Deductions Trip Length (mi) Length (mi) Length (mi) Dev Unit 1 2 3 4 5 6 7 Single-Family Detached Housing 210 Dwelling Unit 1.00 1.00 17.21 8.61 6.00 6.00 Apartment/Multi-family 220 Dwelling Unit 0.62 0.62 17.21 8.61 6.00 3.72 Residential Condominium/Townhome 230 Dwelling Unit 0.52 0.52 17.21 8.61 6.00 3.12 Mobile Home Park/Manufactured Housing 240 Dwelling Unit 0.59 0.59 17.21 8.61 6.00 3.54 Senior Adult Housing-Detached 251 Dwelling Unit 0.27 0.27 17.21 8.61 6.00 1.62 Senior Adult Housing-Attached 252 Dwelling Unit 0.25 0.25 17.21 8.61 6.00 1.50 Assisted Living 254 Beds 0.22 0.22 17.21 8.61 6.00 1.32 Corporate Headquarters Building 714 1000 sq. ft.1.41 1.41 10.92 5.46 5.46 7.70 General Office Building 710 1000 sq. ft.1.49 1.49 10.92 5.46 5.46 8.14 Medical-Dental Office Building 720 1000 sq. ft.3.46 3.46 10.92 5.46 5.46 18.89 Single Tenant Office Building 715 1000 sq. ft.1.74 1.74 10.92 5.46 5.46 9.50 Office Park 750 1000 sq. ft.1.48 1.48 10.92 5.46 5.46 8.08 Automobile Care Center 942 1000 sq. ft.3.11 40%1.87 6.43 3.22 3.22 6.00 Automobile Parts Sales 843 1000 sq. ft.5.98 43%3.41 6.43 3.22 3.22 10.96 Gasoline/Service Station 944 Vehicle Fueling Position 13.87 42%8.04 1.20 0.60 0.60 4.83 Gasoline/Service Station w/ Conv Market 945 Vehicle Fueling Position 13.51 56%5.94 1.20 0.60 0.60 3.57 Gasoline/Service Station w/ Conv Market and Car Wash946 Vehicle Fueling Position 13.86 56%6.10 1.20 0.60 0.60 3.66 New/Used Automobile Sales 841 1000 sq. ft.2.62 20%2.10 6.43 3.22 3.22 6.74 Quick Lubrication Vehicle Stop 941 Servicing Position 5.19 40%3.11 6.43 3.22 3.22 10.01 Self-Service Car Wash 947 Stall 5.54 40%3.32 1.20 0.60 0.60 1.99 Automated Car Wash 948 1000 sq. ft.14.12 40%8.47 1.20 0.60 0.60 5.08 Tire Store 848 1000 sq. ft.4.15 28%2.99 6.43 3.22 3.22 9.61 Fast Food Restaurant w/ Drive-Thru 934 1000 sq. ft.32.65 50% 16.33 4.79 2.40 2.40 39.10 Fast Food Restaurant w/o Drive-Thru 933 1000 sq. ft.26.15 50% 13.08 4.79 2.40 2.40 31.31 Non-Fast Food Restaurant 931/932 1000 sq. ft.8.67 44%4.86 4.79 2.40 2.40 11.63 Coffee/Donut Shop w/ Drive-Thru 937 1000 sq. ft.42.80 70% 12.84 4.79 2.40 2.40 30.75 Free-Standing Discount Store 815 1000 sq. ft.4.98 30%3.49 6.43 3.22 3.22 11.21 Nursery (Garden Center)817 1000 sq. ft.6.94 30%4.86 6.43 3.22 3.22 15.62 Home Improvement Superstore 862 1000 sq. ft.2.33 48%1.21 6.43 3.22 3.22 3.90 Pharmacy/Drugstore w/o Drive-Thru 880 1000 sq. ft.8.40 53%3.95 6.43 3.22 3.22 12.69 Pharmacy/Drugstore w/ Drive-Thru 881 1000 sq. ft.9.91 49%5.05 6.43 3.22 3.22 16.25 Shopping Center 820 1000 sq. ft.3.71 34%2.45 6.43 3.22 3.22 7.87 Specialty Retail 826 1000 sq. ft.2.71 34%1.79 6.43 3.22 3.22 5.75 Supermarket 850 1000 sq. ft.9.48 36%6.07 6.43 3.22 3.22 19.51 Toy/Children's Superstore 864 1000 sq. ft.4.99 30%3.49 6.43 3.22 3.22 11.23 Department Store 875 1000 sq. ft.1.87 30%1.31 6.43 3.22 3.22 4.21 Bank w/o Drive-Thru 911 1000 sq. ft.12.13 40%7.28 3.39 1.70 1.70 12.34 Bank w/ Drive-Thru 912 Drive-In Lanes 24.30 47% 12.88 3.39 1.70 1.70 21.83 Hair/Nail/Beauty Salon 918 1000 sq. ft.1.45 30%1.02 3.39 1.70 1.70 1.72 Hotel 310 Room 0.60 0.60 6.43 3.22 3.22 1.93 All Suites Hotel 311 Room 0.55 0.55 6.43 3.22 3.22 1.77 Business Hotel 312 Room 0.62 0.62 6.43 3.22 3.22 1.99 Motel/Other Lodging Facilities 320 Room 0.47 0.47 6.43 3.22 3.22 1.51 Clinic 630 1000 sq. ft.5.18 5.18 7.55 3.78 3.78 19.55 Hospital 610 Beds 1.42 1.42 7.55 3.78 3.78 5.36 Nursing Home 620 Beds 0.22 0.22 7.55 3.78 3.78 0.83 Animal Hospital/Veterinary Clinic 640 1000 sq. ft.4.72 30%3.30 7.55 3.78 3.78 12.47 Golf Driving Range 432 Tee 1.25 1.25 6.43 3.22 3.22 4.02 Golf Course 430 Acre 0.30 0.30 6.43 3.22 3.22 0.96 Recreational Community Center 495 1000 sq. ft.2.74 2.74 6.43 3.22 3.22 8.81 Ice Skating Rink 465 1000 sq. ft.2.36 2.36 6.43 3.22 3.22 7.59 Miniature Golf Course 431 Hole 0.33 0.33 6.43 3.22 3.22 1.06 Multiplex Movie Theater 445 Screens 13.64 13.64 6.43 3.22 3.22 43.85 Racquet/Tennis Club 491 Court 3.35 3.35 6.43 3.22 3.22 10.77 Health/Fitness Club 492 1000 sq. ft.3.53 3.53 6.43 3.22 3.22 11.35 General Light Industrial 110 1000 sq. ft.0.97 0.97 10.02 5.01 5.01 4.86 General Heavy Industrial 120 1000 sq. ft.0.68 0.68 10.02 5.01 5.01 3.41 Industrial Park 130 1000 sq. ft.0.85 0.85 10.02 5.01 5.01 4.26 Warehousing 150 1000 sq. ft.0.32 0.32 10.83 5.42 5.42 1.73 Mini Warehouse (Self Storage)151 1000 sq. ft.0.26 0.26 10.83 5.42 5.42 1.41 Church 560 1000 sq. ft.0.55 0.55 4.20 2.10 2.10 1.16 Day Care Center 565 1000 sq. ft.12.34 44%6.91 4.20 2.10 2.10 14.51 Primary/Middle School (1-8)522 Students 0.16 0.16 4.20 2.10 2.10 0.34 High School 530 Students 0.13 0.13 4.20 2.10 2.10 0.27 Junior/Community College 540 Students 0.12 0.12 4.20 2.10 2.10 0.25 University/College 550 Students 0.17 0.17 4.20 2.10 2.10 0.36 COMMERCIAL Automobile Related Dining Other Retail SERVICES RESIDENTIAL LODGING RECREATIONAL MEDICAL INSTITUTIONAL OFFICE ITE Land Use INDUSTRIAL Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-30 4.5 Sample Calculations The following section details two (2) examples of maximum assessable roadway impact fee calculations. Example 1: · Development Type - One (1) Unit of Single-Family Housing in Service Area 1 Roadway Impact Fee Calculation Steps – Example 1 Step 1 Determine Development Unit and Vehicle-Miles Per Development Unit From Table 4.11 [Land Use – Vehicle Mile Equivalency Table] Development Type: 1 Dwelling Unit of Single-Family Detached Housing Number of Development Units: 1 Dwelling Unit Veh-Mi Per Development Unit: 6.00 Step 2 Determine Maximum Assessable Impact Fee Per Service Unit From Table 4.10, Line 18 [Maximum Assessable Fee Per Service Unit] Service Area 1: $1,261 Step 3 Determine Maximum Assessable Impact Fee Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit Impact Fee = 1 * 6.00 * $1,261 Maximum Assessable Impact Fee = $7,566.00 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-31 Example 2: · Development Type – 125,000 square foot Home Improvement Superstore in Service Area 2 Roadway Impact Fee Calculation Steps – Example 2 Step 1 Determine Development Unit and Vehicle-Miles Per Development Unit From Table 4.11 [Land Use – Vehicle Mile Equivalency Table] Development Type: 125,000 square feet of Home Improvement Superstore Development Unit: 1,000 square feet of Gross Floor Area Veh-Mi Per Development Unit: 3.90 Step 2 Determine Maximum Assessable Impact Fee Per Service Unit From Table 4.10, Line 18 [Maximum Assessable Fee Per Service Unit] Service Area 2: $956 Step 3 Determine Maximum Assessable Impact Fee Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit Impact Fee = 125 * 3.90 * $956 Maximum Assessable Impact Fee = $466,050.00 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-32 4.6 Conclusion The Town of Prosper has established a process to implement the assessment and collection of roadway impact fees through the adoption of an impact fee ordinance that is consistent with Chapter 395 of the Texas Local Government Code. This report establishes the maximum allowable roadway impact fee that could be assessed by the Town of Prosper within each Service Area. The maximum assessable calculated in this report are as follows (from Table 4-10): Service Area LINE TITLE 1 (W. of RR) 2 (E. of RR) 15 MAX ASSESSABLE FEE PER SERVICE UNIT ($ PER VEH- MI) (LINE 14 / LINE 8) $1,261 $956 This document serves as a guide to the assessment of roadway impact fees pertaining to future development and the Town’s need for roadway improvements to accommodate that growth. Following the public hearing process, the Town Council may establish an amount to be assessed (if any) up to the maximum established within this report and update the Roadway Impact Fee Ordinance accordingly. In conclusion, it is our opinion that the data and methodology used in this update are appropriate and consistent with Chapter 395 of the Texas Local Government Code. Furthermore, the Land Use Assumptions and the proposed Capital Improvements Plan are appropriately incorporated into the process. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix A Water System Model Calibration Data Item 9 (#UT(#UT(#UT [Ú UT !A UT (#UT !A !( !( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !(!( !(!(!(!(!( !( !( !(!( !( !( !(!( !( !(!( !(!( !( !( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !( !(!( !(!( !(!( !( !( !(!(!( !(!( !(!( !( !( !(!( !( !( !(!( !( !(!(!(!(!(!(!( !(!( !(!( !(!(!( !(!( !( !(!( !( !( !(!(!(!(!( !(!( !( !( !( !(!( !(!( !( !(!( !( !(!( !( !(!(!( !( !(!( !( !(!(!(!(!(!( !( !(!( !(!(!(!(!(!(!(!(!(!(!(!(!( !( !(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!(!( !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !( !(!(!(!(!(!(!( !( !( !(!(!( !( !(!( !(!( !(!(!( !(!( !( !(!( !(!(!(!( !( !(!(!( !( !(!(!( !( !(!(!(!(!(!( !( !(!( !( !(!(!(!(!( !( !( !(!( !( !(!(!(!(!( !(!(!(!(!(!(!(!(!(!( !( !(!( !(!(!(!( !( !( !(!(!( !( !(!(!(!( !( !( !(!( !(!( !( 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CO L L I N C O . CO L L I N C O . DE N T O N C O . 2.0 MG Preston Rd.Elevated Storage TankOverflow Elev.= 926 ft.Pump StationTotal Pumping Capacity= 20.0 MGD 1- 3.0 MG Ground Storage Tank1- 5.0 MG Ground Storage TankOverflow Elev.= 714 ft. 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 20'' 2 0 ' ' 20'' 30'' 12''20'' 16 ' ' 12 ' ' 12'' 12 ' ' 12 ' ' 12'' 12'' 12 ' ' 20'' 12 ' ' 12'' 12 ' ' 12 ' ' 20 ' ' 12 ' ' 12 ' ' 20'' 12'' 1 2 ' ' 12'' 16 ' ' 12'' 12 ' ' 16'' 12 ' ' 20 ' ' 12'' 12 ' ' 12'' 12'' 1 2 ' ' 20 ' ' 16 ' ' 12' ' 12 ' ' 12'' 12 ' ' 16'' 12'' 12'' 12 ' ' 20'' 12'' 12'' 20 ' ' 12''12'' 12'' 12 ' ' 12'' 12''30'' 12 ' ' 12'' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 30'' 12'' 16'' 20''12'' 12'' 12'' 12 ' ' 12'' 12'' 30'' 20'' 30'' 1 2 ' ' 20'' 16'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12 ' ' 20'' 30''30'' 12'' 12'' 12'' 12'' 12'' 12'' 1 2 ' ' 30'' 12'' 16 ' ' 1 2 ' ' 12'' 30'' 12'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 20'' 12 ' ' 12'' 12 ' ' 12' ' 30'' 12 ' ' 20 ' ' 12'' 16'' 12'' 20'' 12'' 12 ' ' 30''30'' 20'' 12'' 30'' 12'' 12 ' ' 12 ' ' 12 ' ' 12''12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 12'' 12'' 12 ' ' 12'' 12 ' ' 12 ' ' 12 ' ' 12'' 12'' 12'' 12'' 12'' 12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12 ' ' 12'' 12'' 12 ' ' 12 ' ' 12'' 12''12'' 1 2 ' ' 12'' 12'' 12'' 12'' 12 ' ' 12'' 12 ' ' 12 ' ' 1 2 ' ' 1 2 ' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 30 ' ' 30''30'' 30 ' ' 30'' 30''30'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR PARVIN RD FISHTRAP RD E UNIVERSITY DR N C U S T E R R D W FIRST ST CR 6 CR 26 W FRONTIER PKWY FM 4 2 3 SH 2 8 9 PROSPER RD CR 5 1 CR 8 3 CR 8 4 N L E G A C Y D R W PROSPER TRL CO I T R D N P R E S T O N R D SM I L E Y R D N D A L L A S P K W Y CR 933 FM 1461 CR 1 2 4 GO O D H O P E R D GE E R D CR 5 0 FM 2 4 7 8 S P R E S T O N R D S T E E L P K W Y CU S T E R R D CR 123 HA W K I N S L N BRISTOL DR D O E C R E E K R D S C O L E M A N S T CR 970 C R 8 5 7CR 858AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y D A L L A S P K W Y N T E E L P K W Y VIRGINIA PKWY P R 5 1 5 5 GIBBS RD P R E S T O N H I L L S C I R AMISTAD DR FA L C O N R D SIBYL L N P R 7801 BONAR RD A E R O C O U N T R Y R D E BROADWAY ST GENTLEWAY W I N D I N G C R E E K R D BYRAN RD FI E L D S R D TRAILDR CRUTCHFIELD DR TW I N L A K E S D R B L U E F O R ES T D R RE D B U D D R HA R P E R R D EUREKA LN SHASTA DR BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V E R O N A D R V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT E US 380 FAIR OAKS LN E SEVENTH ST R H E A MILLS CIRCROOKEDSTICKDR CHANDLER CIR CAST I N E DR H A R V E S T R I D G E L N OA K B E N D T R L H A W T H O R N D R W H I T E R O C K B L V D W H E A T L A N D R D MONTICELLO DR JULIETTE DR S L E G A C Y D R B R O A D M O O R L N S T O N I N G T O N D R PRESTONVIEW DR CEDAR SPRINGS DR E S S E X D R WARREN DR GRIND S T O N E D R P A C K S A DDLE TRL P R 5 5 6 9 NOLES RD PRESTONCO U N T R Y LN C H ALKHILL W A T C H H I L L L N LA N E S T HID D E N L A K E D R BRADFORD DR P E B B L E C R E E K D R EAGLE LN COL L I N C T CRAFTSBURY LN STILLHOUSE HOLLOW DR E FIFTH ST CRESTW O O D D R B U T C H A R T D R WOODHAVEN DR CORN E T C T E EIGHTH ST COUNTRY VIEW DR N S T O N E BRIDGEDR FO U R S E A S O N S L N NORFOLK LN S M A I N S T P A L E S T I N E D R CREEKWOOD DR LA K E F R O N T R D BEAVER TRL JE S S I C A L N COASTAL DR HAMPSHIRE D R MAGNOLIA BLVD BLOOMDALE DR LEN O X D R B ROA D M E A D O W L NPHANTOMLN H I C K O R Y CREEK DR C REE K V IEW D R WA L N U T G R O V E R D CR 859 G R A N D H A V E N L N ECHO DR CHESAPEAKE LN CREEKWOOD LN COUNTR Y C R E EKLN PALO DURO D R DOVE CREEK C I R P I E R C E L N S REDWOOD CIR POST OAK CT STOCKPORT DR T R ANQUILITY LN N REDWOOD CIR ASCOT PL D Y L A N D R LI V E O A K L N STONYBROOK DR FALCON CT DOOLITTLE DR YORK PL RANAHAN DR MA P L E S H A D E D R S A N D C R E E K D R SO A R I N G S T A R D R EAGLE DR KINNER DR LA C R O S S E L N AL L E N S T CR 5 0 E FIFTH ST W UNIVERSITY DR CR 26 8'' 6'' 8' ' 8'' 8''8'' 8 ' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 6 ' ' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 6'' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8''8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8''8'' 8'' 8'' 6 ' ' 8'' 6 ' ' 6' ' 6'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8''8'' 6'' 8 ' ' 8'' 6'' 6'' 8'' 8 ' ' 8' ' 8' ' 8'' 8' ' 6'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8 ' ' 8'' 6 ' ' 8'' 8 ' ' 8'' 8'' 8'' 6 ' ' 6'' 8' ' 8' ' 8' ' 6 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 6 ' ' 8' ' 8 ' ' 6 ' ' 8'' 6'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 8' ' 6 ' ' 8'' 8'' 8'' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8''8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8 ' ' 6' ' 6'' 6' ' 6' ' 6'' 6'' 8'' 6' ' 6'' 6' ' 8 ' ' 6'' 8' ' 8' ' 6'' 6 ' ' 8' ' 8' ' 6'' 6' ' 8'' 6' ' 6'' 8' ' 6'' 6' ' 24'' 12 ' ' 24 ' ' 24'' 2 4 ' ' D o e B r a n c h Panther Cree k Wils on Creek G e n t l e C r e e k P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream R o w let t C r e e k S t r e a m D o e B ranch Gentle C r e e k P arvin Branch St r e a m S t r e a m St r e a m ParvinBranch Parv i n B r a n c h 6' ' 4' ' 6'' 6'' 6'' 6' ' 6'' 6' ' 6' ' 6' ' 0 1,700 3,400 SCALE IN FEET LEGEND Water Consumption (Thousands ofGallons) !(Less than 5 !(5 - 50 !(50 - 100 !(100 - 500 !(Greater then 500 Under Design/Construction Water System !A Pressure Reducing Valve (#UT Under Design/Construction Elevated Storage Tank Water Line Existing Water System !A Pressure Reducing Valve [Ú Pump Station UT Ground Storage Tank (#UT Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane FIGURE A-1 TOWN OF PROSPER 2015 WATER CONSUMPTION I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\A - PR Data, Diurnal, H2O Calibration\(Figure_A-1)-2015_Water_Consumption.mxd Updated: Monday, September 19, 2016 10:17:43 AM Item 9 (#UT(#UT(#UT [Ú UT !A UT !A (#UT !(PR !(PR !(PR !(PR !(PR !(PR !(PR!(PR !(PR DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 2.0 MG Preston Rd.Elevated Storage TankOverflow Elev.= 926 ft.Pump StationTotal Pumping Capacity= 20.0 MGD 1- 3.0 MG Ground Storage Tank1- 5.0 MG Ground Storage TankOverflow Elev.= 714 ft. Location 3PR ID: 205931Elev. = 712 ft. Location 2PR ID: 205930Elev. = 663 ft. Location 1PR ID: 205929Elev. = 667 ft. Location 9PR ID: 1667Elev. = 750 ft. Location 6PR ID: 205934Elev. = 786 ft. Location 4PR ID: 205932Elev. = 619 ft. Location 7PR ID: 205935Elev. = 565 ft. Location 5PR ID: 205933Elev. = 644 ft. Location 8PR ID: 205937Elev. = 633 ft. 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 20'' 30'' 12''20'' 16 ' ' 12'' 12 ' ' 12 ' ' 12'' 12''12'' 12'' 12 ' ' 20''12'' 12 ' ' 12 ' ' 20 ' ' 12 ' ' 12 ' ' 20'' 12'' 1 2 ' ' 12'' 16 ' ' 12'' 12 ' ' 16'' 12 ' ' 20 ' ' 12'' 12 ' ' 12'' 12'' 1 2 ' ' 16 ' ' 12' ' 12 ' ' 12'' 12 ' ' 16'' 12'' 12'' 12 ' ' 20'' 12'' 12'' 12''12'' 12 ' ' 12'' 30'' 12 ' ' 12'' 12 ' ' 1 2 ' ' 30'' 12'' 20''12'' 16'' 12'' 12'' 12 ' ' 12'' 12'' 30'' 20'' 30'' 1 2 ' ' 20'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12 ' ' 20'' 30''30'' 20 ' ' 12'' 12'' 12'' 12'' 12'' 12'' 1 2 ' ' 30'' 16 ' ' 1 2 ' ' 12'' 30'' 12'' 12'' 12 ' ' 12'' 12'' 20'' 12 ' ' 12'' 12'' 12 ' ' 12' ' 12'' 30'' 12 ' ' 12'' 12'' 20'' 12'' 12 ' ' 30''30'' 20'' 30'' 12'' 12 ' ' 20'' 20 ' ' 12 ' ' 12''12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 12'' 12'' 12 ' ' 12'' 12 ' ' 12 ' ' 12 ' ' 12'' 12'' 12'' 12'' 12'' 12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12 ' ' 12'' 6'' 4' ' 6' ' 4'' 6'' 6' ' 6' ' 6' ' 6'' 6'' 6'' 12'' 12'' 12 ' ' 12'' 12'' 1 2 ' ' 12'' 12 ' ' 12 ' ' 12'' 12'' 12' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 12'' 30 ' ' 16 ' ' 30'' 30'' 30'' 30 ' ' 30''30'' 20'' 24'' 1 2 ' ' 24 ' ' 2 4 ' ' 24'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR PARVIN RD FISHTRAP RD E UNIVERSITY DR N C U S T E R R D W FIRST ST CR 6 CR 26 W FRONTIER PKWY FM 4 2 3 SH 2 8 9 PROSPER RD CR 5 1 CR 8 3 CR 8 4 N L E G A C Y D R W PROSPER TRL CO I T R D N P R E S T O N R D SM I L E Y R D N D A L L A S P K W Y CR 933 FM 1461 CR 1 2 4 GO O D H O P E R D GE E R D CR 5 0 FM 2 4 7 8 S P R E S T O N R D S T E E L P K W Y CU S T E R R D CR 123 HA W K I N S L N BRISTOL DR D O E C R E E K R D S C O L E M A N S T CR 970 C R 8 5 7CR 858AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y D A L L A S P K W Y N T E E L P K W Y VIRGINIA PKWY P R 5 1 5 5 GIBBS RD P R E S T O N H I L L S C I R AMISTAD DR FA L C O N R D SIBYL L N P R 7801 BONAR RD A E R O C O U N T R Y R D E BROADWAY ST GENTLEWAY W I N D I N G C R E E K R D BYRAN RD FI E L D S R D TRAILDR CRUTCHFIELD DR TW I N L A K E S D R B L U E F O R ES T D R RE D B U D D R HA R P E R R D EUREKA LN SHASTA DR BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR V E R O N A D R V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT E US 380 FAIR OAKS LN E SEVENTH ST R HE A M I L L S CIRCROOKEDSTICKDR CHANDLER CIR CAST I N E DR H A R V E S T R I D G E L N H A W T H O R N D R W H I T E R O C K B L V D VI C T O R Y W A Y W H E A T L A N D R D MONTICELLO DR JULIETTE DR S L E G A C Y D R B R O A D M O O R L N S T O N I N G T O N D R PRESTONVIEW DR CEDAR SPRINGS DR E S S E X D R WARREN DR GRI N D S T O N E DR P A C K S A DDLE TRL P R 5 5 6 9 NOLES RD C H ALKHILL W A T C H H I L L L N LA N E S T HID D E N L A K E D R BRADFORD DR EAGLE LN CRAFTSBURY LN STILLHOUSE HOLLOW DR E FIFTH ST CRESTW O O D D R WOODHAVEN DR CORN E T C T E EIGHTH ST COUNTRY VIEW DR N S T O N E BRIDGEDR FO U R S E A S O N S L N NORFOLK LN P A L E S T I N E D R CREEKWOOD DR LA K E F R O N T R D BEAVER TRL JE S S I C A L N COASTAL DR HAMPSHIRE D R MAGNOLIA BLVD BLOOMDALE DR LEN O X D R B ROA D M E A D O W L N CEDAR TRL PHANTOM L N H I C K O R Y CREEK DR J E W E E M S B L V D C REE K V IEW D R WA L N U T G R O V E R D CR 859 G R A N D H A V E N L N ECHO DR CHESAPEAKE LN N M A I N S T CREEKWOOD LN P I E R C E L N S REDWOOD CIR POST OAK CT T R ANQUILITY LN N REDWOOD CIR ASCOT PL SH A R E D D R I V E W A Y D Y L A N D R WE S T M O R E L A N D D R LI V E O A K L N SA L A D A D R STONYBROOK DR FALCON CT HO N E Y B R O O K L N DOOLITTLE DR YORK PL RANAHAN DR MA P L E S H A D E D R S A N D C R E E K D R SO A R I N G S T A R D R EAGLE DR KINNER DR LA C R O S S E L N AL L E N S T CR 26 CR 5 0 E FIFTH ST W UNIVERSITY DR 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 6'' 6'' 8' ' 8'' 8'' 8'' 6'' 8' ' 8'' 8' ' 6'' 8'' 8 ' ' 6'' 6 ' ' 8'' 8'' 8 ' ' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8''8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6 ' ' 8'' 8'' 8'' 8'' 6' ' 6 ' ' 8'' 8'' 8' ' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 6' ' 6'' 8' ' 8' ' 8'' 6'' 8'' 6 ' ' 6 ' ' 8'' 8'' 8''6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 6' ' 6 ' ' 8'' 6 ' ' 8' ' 8'' 8'' 6' ' 8' ' 8''8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 6'' 8''8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8' ' 8 ' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6''6''6'' 8'' 8''8' ' 8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8' ' 8'' 6 ' ' 6 ' ' 8'' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8''8' ' 8'' 8' ' 8'' 8'' 8''8'' 8'' 8 ' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8''8'' 8'' 8'' 6' ' 8 ' ' 6' ' 6'' 8'' 6'' 6' ' 6' ' 6'' 6' ' 6' ' 6'' 8' ' 8'' 8' ' 6'' 6'' 6'' 8' ' 8' ' 8 ' ' 6' ' 8' ' 8'' 6'' 8' ' D o e B r a n c h Panther Cree k Wils on Creek G e n t l e C r e e k P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream R o w let t C r e e k Parv i n B r a n c h Gentle C r e e k D o e B ranch ParvinBranch S t r e a m P arvin Branch S t r e a m St r e a m St r e a m 0 1,700 3,400 SCALE IN FEET LEGEND !(PR Proposed Pressure Recorder Under Design/Construction Water System !A Pressure Reducing Valve (#UT Elevated Storage Tank Water Line Existing Water System !A Pressure Reducing Valve [Ú Pump Station UT Ground Storage Tank (#UT Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane FIGURE A-2 TOWN OF PROSPER PRESSURE RECORDER LOCATIONS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\A - PR Data, Diurnal, H2O Calibration\(Figure_A-2)-Pressure_Recorder_for_Installation.mxd Updated: Monday, September 19, 2016 10:20:42 AM Item 9 020406080 10 0 12 0 14 0 11 / 2 0 / 2 0 1 5 1 1 / 2 2 / 2 0 1 5 1 1 / 2 4 / 2 0 1 5 1 1 / 2 6 / 2 0 1 5 1 1 / 2 8 / 2 0 1 5 1 1 / 3 0 / 2 0 1 5 1 2 / 2 / 2 0 1 5 1 2 / 4 / 2 0 1 5 1 2 / 6 / 2 0 1 5 1 2 / 8 / 2 0 1 5 P r e s s u r e ( p s i ) Fi g u r e A - 3 To w n o f P r o s p e r Pr e s s u r e T e s t i n g R e s u l t s No v e m b e r 2 1 - D e c e m b e r 7 , 2 0 1 5 PR 2 0 5 9 3 2 PR 2 0 5 9 3 7 PR 2 0 5 9 3 3 PR 2 0 5 9 3 0 PR 2 0 5 9 3 5 PR 2 0 5 9 3 1 PR 2 0 5 9 2 9 PR 2 0 1 6 6 7 PR 205934 Le g e n d i s l i s t e d i n d e s c e n d i n g o r d e r ( h i g h e s t p r e s s u r e t o l o w e s t p r e s s u r e ) . A- 3 Item 9 0. 0 0. 5 1. 0 1. 5 2. 0 2. 5 3. 0 3. 5 4. 0 0: 0 0 2 : 0 0 4 : 0 0 6 : 0 0 8 : 0 0 1 0 : 0 0 1 2 : 0 0 1 4 : 0 0 1 6 : 0 0 1 8 : 0 0 2 0 : 0 0 2 2 : 0 0 W a t e r D e m a n d ( M G D ) Ti m e Fi g u r e A - 4 To w n o f P r o s p e r Di u r n a l C u r v e De c e m b e r 1 , 2 0 1 5 De c e m b e r 1 D e m a n d Di u r n a l C u r v e Da i l y U s a g e = 1 . 6 0 M G D A- 4 Item 9 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 0: 0 0 1: 0 0 2: 0 0 3: 0 0 4: 0 0 5: 0 0 6: 0 0 7: 0 0 8: 0 0 9: 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 Fl o w ( M G D ) Time Figure A-5 Town of Prosper Pump Station Flow December 1, 2015 Recorded Modeled A-5 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 6 To w n of P r o s p e r Lo c a t i o n # 1 : P R # 2 0 5 9 2 9 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 6 7 f e e t A- 6 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 7 To w n of P r o s p e r Lo c a t i o n # 2 : P R # 2 0 5 9 3 0 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 6 3 f e e t A- 7 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 8 To w n of P r o s p e r Lo c a t i o n # 3 : P R # 2 0 5 9 3 1 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 7 1 2 f e e t A- 8 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 9 To w n of P r o s p e r Lo c a t i o n # 4 : P R # 2 0 5 9 3 2 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 1 9 f e e t A- 9 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 0 To w n of P r o s p e r Lo c a t i o n # 5 : P R # 2 0 5 9 3 3 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 4 4 f e e t A- 1 0 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 1 To w n of P r o s p e r Lo c a t i o n # 6 : P R # 2 0 5 9 3 4 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 7 8 6 f e e t A- 1 1 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 2 To w n of P r o s p e r Lo c a t i o n # 7 : P R # 2 0 5 9 3 5 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 5 6 5 f e e t A- 1 2 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 3 To w n of P r o s p e r Lo c a t i o n # 8 : P R # 2 0 5 9 3 7 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 3 3 f e e t A- 1 3 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 4 To w n of P r o s p e r Lo c a t i o n # 9 : P R # 1 6 6 7 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 7 5 0 f e e t A- 1 4 Item 9 0510152025303540 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 L e v e l ( f t ) Ti m e Fi g u r e A - 1 5 To w n of P r o s p e r Pr e s t o n E S T L e v e l De c e m b e r 1 , 2 0 1 5 Recorded Modeled 05101520253035 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 L e v e l ( f t ) Ti m e Fi g u r e A - 1 6 To w n of P r o s p e r Gr o u n d S t o r a g e T a n k L e v e l De c e m b e r 1 , 2 0 1 5 Recorded Modeled DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix B Wastewater System Flow Monitoring and Model Validation Data Item 9 !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !(!(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !(!(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä TXWWTP TXWWTP !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 15" 15" La Cima 2 LSDecommissionLS and FM La Cima LS Steeple Chase LS(Abandoned) Whispering Farms LS(Abandoned) Greenspoint LS(Abandoned) Gentle Creek LS(Abandoned) WastewaterTreatment Plant(Abandoned) Lift StationLift Station Lift Station Lift Station Lift Station Doe BranchWastewater Treatment Plant(UTRWD) 24"12 " FM-0315" FM-0615" FM-0424" FM-05A & FM-05B15" & 8" FM-0110" FM-0227" FM-07A & FM-07B10" & 10" Aj Aj KªKªKª RG-02 RG-01 24'' 21'' 3 6 ' ' 18'' 30'' 10''15 ' ' 12'' 36'' 36'' 36'' 36'' 36'' 36''30'' 36'' 18'' 12'' 15 ' ' 30'' 30'' 18 ' ' 36'' 36'' 15'' 36'' 10'' 36'' 12'' 12'' 36'' 36'' 1 8 ' ' 18'' 15 ' ' 18'' 18'' 15 ' ' 8'' 8'' 8''8'' 8 ' ' 8'' 8'' 8''8'' 8'' 12'' F . M . 10' ' F . M . 10 ' ' F . M . 10'' F.M. 10' ' F . M . 8'' F.M. 6' ' F . M . 8'' F.M.12'' F.M 10'' F.M 4'' F . M 6' ' F . M 15 ' ' 12'' 10'' 12'' 12'' 15'' 12'' 10 ' ' 10'' 10 ' ' 12 ' ' 15'' 1 2 ' ' 10' ' 12'' 12 ' ' 10'' 15'' 15'' 12'' 10'' 10'' 10'' 12 ' ' 12'' 12'' 10'' 12 ' ' 1 2 ' ' 15'' 12'' 12 ' ' 21'' 15'' 27 ' ' 10'' 24'' 18'' 24 ' ' 21'' 10'' 18'' 12 ' ' 10'' 27''21'' 21'' 21'' 24'' 21'' 24'' 12 ' ' 12'' 18'' 10 ' ' 21'' 2 4 ' ' 10'' 27 ' ' 10'' 12'' 24 ' ' 27'' 10'' 21'' 10 ' ' 12'' 10'' 21'' 18'' 18'' 12 ' ' 21'' 21'' 21'' 21 ' ' 21'' 18'' 12'' 2 4 ' ' 10'' 12'' 15'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR FISHTRAP RD PARVIN RD E PROSPER TRL E UNIVERSITY DR N C U S T E R R D CR 6 W FIRST ST N C O I T R D CR 26 CR 5 1 CR 8 3 W FRONTIER PKWY CR 8 4 E FRONTIER PKWY FM 4 2 3 SH 2 8 9 PROSPER RD SM I L E Y R D N L E G A C Y D R BYRAN RD W PROSPER TRL CO I T R D N P R E S T O N R D DOE CR E E K R D N D A L L A S P K W Y S C O I T R D CR 933 FM 2 4 7 8 GO O D H O P E R D GE E R D HA Y S R D CR 5 0 S PR E S T O N R D BONAR RD S T E E L P K W Y E US 380 CU S T E R R D HA W K I N S L N LA CIM A B L V D EUREKA LN S C O L E M A N S T CR 970 D A L L A S P K W Y AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y N T E E L P K W Y PR ES T O N HILLS CIRPR 5155 GIBBS RD CR 8 5 4 MAGNOLIA BLVD AMISTAD DR FA L C O N R D CR 123 SIBYL LN FM 1461 CR 858 CR 857 P R 7801 A E R O C O U N T R Y R D E BROADWAY ST W I N D I N G C R E E K R D TA L O N L N FI E L D S R D CRUTCHFIELD DR CR 853 TW I N L A K E S D R B L U E F O R E ST D R E THIRD ST RE D B U D D R BRISTOL DR HA R P E R R D KI R K W O O D L N S C R A I G R D BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT FAIR OAKS LN E SEVENTH ST RHEA M I L L S C I R C R O O K E D S T I C K D R CHANDLER CIR CO O K L N WENK CT HAYDEN LN S E A P I N E S D R CAUDLE LN H A R V E S T R I D G E L N OA K B E N D T R L V E R O N A D R GENTLE CREEKTRL H A W T H O R N D R W H I T E R O C K B L V D W H E A T L A N D R D VISTA VIEW LN MONTICELLO DR S L E G A C Y D R B R O A D M O O R L N PRESTONVIEW DR PR 5 1 5 6 CEDAR SPRINGS DR ESSEXDR ST O N Y T R L TEXA N A D R WARREN DR GRIND S T O N E D R CEDAR LAKE DR P A C K S A DDLE TRL NOLES RD PRESTONCOU N T R Y LN C H A LKHILL LA N E S T P E B B L E C R E E K D R CO L L I N C T STILLHOUSE HOLLOW DRW I L L OWVIEW DR E FIFTH ST W I L L O W R I D G E D R CRESTW O O D D R E SECOND ST B U T C H A R T D R CHARLESTON LN WOODHAVEN DR CORN E T C T VIRGINIA PKWY PLUM CT APPALACHIAN LN KING GEORGE LN B RIDGEPORTDR E EIGHTH ST COUNTRY VIEW DR NORFOLK LN P A L E S T I N E D R PASEWARK CIR NEWPORT LN CREEKWOOD DR C H E R O K E E R O S E T R L DOUBLE B TRL STILLHOUSE HOLLO W C T COASTAL DR HAMPSHIRE D R JA S M I N E T R L S T O N E C R E E K DR E S C A L A N T E T R L TWIN B U T T E S D R WILSON C R E E K T R L S A N J U A N AVE L E N O X D R C EDAR T R L PHANTOM LN HICKORY CRE EK DR WHIT E R I V E R D R DARIAN DR MOONEY DR WA L N U T G R O V E R D WI N T E R H A V E N L N CA R I B O U D R SPANISH MOSS DR MEADOWRIDG E D R DE E R R U N L N CHESAPEAKE LN H A L E Y C T CARRIAGE LN KOMROM CT MISTY M E A D O W D R BE T T S L N LON G W O O D D R TETON PL A R R O W H E A D D R CREEKVIEW C T DOVE CREEK C I R A S P E N S T MERCER WAY C A L A V E R A S C T S REDWOOD CIR FORSYTHE DR N REDWOOD CIR S U S S E X D R CO L L I N G R E E N D R ASCOT PL N W E S L E Y D R SH A R E D D R I V E W A Y PARKVIEW CT WI N D Y H I L L L N MANITO U D R W R E D O A K C I R STRATFORD DR FALCON CT GABLES DR WOOD S T R E A M D R SA N D S T O N E D R DOOLITTLE DR SOUTHERN PINE D R YORK PL D O V E C R E E K S T RANAHAN DR EAGLE DR LOGANS WAY DR KINNER DR S P R E S T O N R D GO O D H O P E R D FAIR OAKS LN CR 26 CR 5 0 DA L L A S P K W Y 8' ' 6''8'' 8' ' 8'' 8'' 6' ' 8'' 6' ' 6' ' 8'' 8'' 8' ' 6' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 8'' 6' ' 8'' 6' ' 8'' 8'' 8'' 8''8'' 6'' 8' ' 8'' 6'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8 ' ' 6'' 8'' 6'' 6' ' 8'' 8'' 8 ' ' 6'' 8' ' 6'' 6' ' 6' ' 8'' 4'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8' ' 6 ' ' 8'' 8'' 8 ' ' 8' ' 8'' 6'' 8'' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8' ' 8' ' 8 ' ' 8' ' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 6' ' 8'' 6'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 6' ' 8'' 8' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 6'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8' '8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 6'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' D o e B r a n c h Panther Cree k W il s o n C r e e k GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream R o w let t C r e e k Pond St r e a m D o e B r a n c h S t r e a m S t r e a m Parv i n B r a n c h P arvin Branch 0 1,700 3,400 SCALE IN FEET LEGEND !(FM Proposed Flow Monitor Vä Under Design/Construction Lift Station Under Design/Construction Wastewater Line Under Design/Construction Force Main [q Rain Gauge !(Manhole Vä Lift Station TXWWTP Wastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line 8" and Smaller Force Main 10" and Larger Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-1 TOWN OF PROSPER FLOW MONITORING LOCATIONS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\B - FM Data, Summary Tables, WW Calibration\MXD\(Figure_B-1)-Flow_Monitoring_Locations.mxd Updated: Monday, September 19, 2016 4:44:34 PM FLOW MONITOR BASINS Basin 1 - 54,443 LF Basin 2 - 59,224 LF Basin 3 - 43,815 LF Basin 4 - 75,326 LF Basin 5A - 80,298 LF Basin 5B - 25,947 LF Basin 6 - 43,615 LF Basin 7A - 20,760 LF Basin 7B - 10,542 LF Item 9 !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä TXWWTP TXWWTP !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 15" 15" La Cima 2 LSDecommissionLS and FM La Cima LS Steeple Chase LS(Abandoned) Whispering Farms LS(Abandoned) Greenspoint LS(Abandoned) Gentle Creek LS(Abandoned) WastewaterTreatment Plant(Abandoned) Lift StationLift Station Lift Station Lift Station Lift Station Doe BranchWastewater Treatment Plant(UTRWD) 24"12 " FM-03 Recorded: 0.16Modeled: 0.17 FM-06 Recorded: 0.09Modeled: 0.10 FM-04 Recorded: 0.14Modeled: 0.15 FM-05A & FM-05B Recorded: 0.45Modeled: 0.47 FM-01 Recorded: 0.18Modeled: 0.20 FM-02 Recorded: 0.13Modeled: 0.15 FM-07A & FM-07B Recorded: 0.14Modeled: 0.14 Aj Aj KªKªKª RG-02 RG-0124'' 21'' 3 6 ' ' 18'' 30'' 10''15 ' ' 12'' 18'' 18 ' '18'' 36'' 36'' 15 ' ' 36'' 1 8 ' ' 30'' 15 ' ' 36'' 36'' 1 8 ' ' 36'' 30'' 36'' 36'' 36'' 36' ' 12'' 36''36''36'' 36'' 10'' 36'' 18'' 15 ' ' 8''8'' 8'' 8'' 8'' 8'' 8'' 8''8'' 12'' F . M . 15 ' ' 12'' 10'' 12'' 15'' 10'' 12 ' ' 15'' 12'' 15'' 12'' 1 2 ' ' 10'' 12 ' ' 10 ' ' 12'' 12 ' ' 10'' 12 ' ' 10 ' ' 15'' 10'' 12 ' ' 15'' 12'' 1 0 ' ' 10''10'' 1 2 ' '15'' 12'' 10' ' F . M . 10'' F.M. 10 ' ' F . M . 1 2 ' ' 24 ' ' 10'' 21'' 24'' 10 ' ' 2 4 ' ' 21'' 12 ' ' 1 0 ' ' 21'' 10'' 10'' 12 ' ' 21 ' ' 24 ' ' 12' ' 10'' 12'' 12'' 21'' 15 ' ' 27 ' ' 10'' 24'' 18'' 21'' 12 ' ' 18'' 10'' 27 ' ' 21'' 21'' 10'' 21'' 21'' 18'' 18'' 18'' 27''21''27''21'' 12'' 10'' 24'' 12'' 21'' 12'' 21'' 2 4 ' ' 8'' F.M. 6' ' F . M . CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR FISHTRAP RD PARVIN RD CR 8 3 CR 6 E PROSPER TRL E UNIVERSITY DR N C U S T E R R D CR 84 CR 5 1 W FIRST ST N C O I T R D CR 26 W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SM I L E Y R D SH 2 8 9 CAREY RD PROSPER RD FM 2 4 7 8 N L E G A C Y D R W PROSPER TRL CO I T R D BYRAN RD N P R E S T O N R D DOE CR E E K R D N D A L L A S P K W Y S C O I T R D CR 933 GO O D H O P E R D GE E R D HA Y S R D CR 5 0 BONAR RD S T E E L P K W Y S PR E S T O N R D CU S T E R R D E US 380 HA W K I N S L N D A L L A S P K W Y LA CIM A B L V D EUREKA LN S C O L E M A N S T CR 970 AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y N T E E L P K W Y P R E S T O N HILLS CIRPR 5155 GIBBS RD FM 428 W CR 8 5 4 MAGNOLIA BLVD CR 123 AMISTAD DR FA L C O N R D FM 1461 CR 858 CR 857 SIBYL L N P R 7801 A E R O C O U N T R Y R D E BROADWAY ST W I N D I N G C R E E K R D TA L O N L N FI E L D S R D CRUTCHFIELD DR CR 853 TW I N L A K E S D R BRISTOL DR B L U E F O R ES T D R E THIRD ST RE D B U D D R HA R P E R R D KI R K W O O D L N S C R A I G R D PR 5 1 5 6 HE R I T A G E TRL BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT FAIR OAKS LN E SEVENTH ST RHEA M I L L S C I R C R O O K E D S T IC K D R CHANDLER CIR WENK CT V E R O N A D R S E A P I N E S D R OA K B E N D T R L HAYDEN LN GENTLE CREEKTRL H A W T H O R N D R W H I T E R O C K B L V D VISTA VIEW LN MONTICELLO DR S L E G A C Y D R B R O A D M O O R L N PRESTONVIEW DR CEDAR SPRINGS DR Q U A I L HOLLOW ESSEXDR ST O N Y T R L TEXA N A D R WARREN DR GRIND S T O N E D R CEDAR LAKE DR NOLES RD PRESTONCOU N T R Y LN C H ALKHILL CL I P S T O N D R LA N E S T P E B B L E C R E E K D R CO L L I N C T CH A P E L H I L L D R STILLHO US E HOLLOW DR W I L L OWVIEW DR E FIFTH ST W I L L O W R I D G E D R CRESTW O O D D R KIOWA DR VIRGINIA PKWY WOODHAVEN DR CORN E T C T CHARLESTON LN B RIDGEPORTDR E EIGHTH ST COUNTRY VIEW DR NORFOLK LN P E R E G R I N E P T P A L E S T I N E D R PASEWARK CIR DEVONSHIRE DR CREEKWOOD DR C H E R O K E E R O S E T R L COASTAL DR JA S M I N E T R L S T O N E C R E E K DR TWIN B U T T E S D R S A N J U A N AVE LEN O X D R PHANTOM L N HICKORY CREEK DR DARIAN DR CA R I B O U D R SPANISH MOSS D R ECHO DR MEADOW RIDG E D R CHESAPEAKE LN CARRIAGE LN MISTY M E A D O W D R CREEKWOOD LN LON G W O O D D R TETON PL A R R O W H E A D D R COUNTR Y C R E EKLN S H A R E D D R I V E W A Y DOVE CREEK C I R M ERCER WAY S REDWOOD CIR FORSYTHE DR N REDWOOD CIR S U S S E X D R CO L L I N G R E E N D R ASCOT PL PARKVIEW CT WI N D Y H I L L L N W SECO N D S T STONYBROOK DR FALCON CT GABLES DR C O N C H O T R L WOOD S T R E A M D R S A D D L E H O R N C T DOOLITTLE DR YORK PL D O V E C R E E K S T EAGLE DR LOGANS WAY DR KINNER DR FAIR OAKS LN CR 5 0 W UNIVERSITY DR S P R E S T O N 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8' ' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 6'' 8'' 6'' 8'' 8 ' ' 8 ' ' 8'' 8' ' 6' ' 8' ' 8'' 8' ' 8 ' ' 8' ' 6' ' 8'' 8 ' ' 6' ' 8'' 6'' 8'' 8'' 6'' 6'' 8''8'' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 6' ' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 6'' 8 ' ' 8 ' ' 6' ' 6'' 8'' 8'' 8'' 8'' 6'' 8'' 6'' 8 ' ' 8' ' 8'' 6' ' 8'' 8'' 8'' 6'' 8'' 6'' 8' ' 8' ' 6''8'' 6'' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 8'' 6' ' 8' ' 6 ' ' 8'' 6'' 8'' 6' ' 8''8' ' 8 ' ' 8'' 6'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8' ' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8' ' 6'' D o e B r a n c h Panther Cree k W il s o n C r e e k GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream L i ttle E l m C r e e k R o w let t C r e e k S t r e a m D o e B r a n c h ParvinBranc h D o e Branc h Parv i n B r a n c h S t r e a m P arvin Branch St r e a m 0 1,700 3,400 SCALE IN FEET I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\B - FM Data, Summary Tables, WW Calibration\MXD\(Figure_B-2)-Wastewater_Dry_Calibration.mxd Updated: Friday, September 23, 2016 10:13:11 AM FLOW MONITOR BASINS Basin 1 Basin 2 Basin 3 Basin 4 Basin 5A Basin 5B Basin 6 Basin 7A Basin 7B FM ID #Recorded Flow (MGD)Modeled Flow (MGD) LEGEND !(FM Flow Monitor Vä Under Design/Construction Lift Station Under Design/Construction Wastewater Line Under Design/Construction Force Main [q Rain Gauge !(Manhole Vä Lift Station TXWWTP Wastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line 8" and Smaller Force Main 10" and Larger Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-2 TOWN OF PROSPER WASTEWATER SYSTEM DRY WEATHER VALIDATION RESULTS Item 9 !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä TXWWTP TXWWTP !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 15" 15" La Cima 2 LSDecommissionLS and FM La Cima LS Steeple Chase LS(Abandoned) Whispering Farms LS(Abandoned) Greenspoint LS(Abandoned) Gentle Creek LS(Abandoned) WastewaterTreatment Plant(Abandoned) Lift StationLift Station Lift Station Lift Station Lift Station Doe BranchWastewater Treatment Plant(UTRWD) 24"12 " FM-03 Recorded: 0.63Modeled: 0.69 FM-06 Recorded: 1.07Modeled: 1.18 FM-04 Recorded: 2.41Modeled: 2.55 FM-05A & FM-05B Recorded: 2.09Modeled: 2.20 FM-01 Recorded: 0.49Modeled: 0.53 FM-02 Recorded: 1.15Modeled: 1.26 FM-07A & FM-07B Recorded: 0.63Modeled: 0.66 Aj Aj KªKªKª RG-02 RG-01 6''8''12'' 27 ' ' 24'' 10'' 21'' 15'' 27'' 8' ' 8'' 27 ' ' 8'' 8' ' 8' ' 10'' 8'' 24'' 21'' 3 6 ' ' 18'' 30'' 10''15 ' ' 12'' 8'' 36'' 8'' 18''18'' 18'' 10'' 1 8 ' ' 36'' 15 ' ' 24'' 36''36'' 36'' 1 8 ' ' 36' ' 30'' 36' ' 36'' 36''36'' 36'' 15 ' ' 18 ' ' 36'' 8'' 8' ' 30'' 36'' 12'' 18'' 36'' 15 ' ' 12'' 10'' 12 ' ' 10 ' ' 15'' 10' ' 15'' 12 ' ' 10'' 15'' 10 ' ' 1 0 ' ' 10 ' ' 1 5 ' ' 1 5 ' ' 10 ' ' 12'' 10'' 12'' 10'' 10'' 12'' 15'' 10 ' ' 15'' 1 2 ' ' 24 ' ' 10'' 21'' 21 ' ' 24'' 10'' 24 ' ' 12 ' ' 24 ' ' 12'' 12' ' 21 ' ' 24 ' ' 12'' 21'' 15 ' ' 27'' 10'' 24'' 18'' 18 ' ' 21''21'' 21'' 18'' 21''21'' 12'' 2 4 ' ' 10'' 18''10'' 12'' 21'' 18 ' ' 12'' 21'' 21''21' ' 10'' 21'' 21'' 24'' 10 ' ' 27''12'' F . M . 8'' F.M. 6' ' F . M . CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR FISHTRAP RD PARVIN RD CR 6 CR 8 3 E PROSPER TRL E UNIVERSITY DR N C U S T E R R D CR 84 CR 5 1 W FIRST ST N C O I T R D CR 26 W FRONTIER PKWY E FRONTIER PKWY SM I L E Y R D FM 4 2 3 SH 2 8 9 CAREY RD PROSPER RD FM 2 4 7 8 N L E G A C Y D R W PROSPER TRL CO I T R D BYRAN RD N P R E S T O N R D DOE CR E E K R D N D A L L A S P K W Y S C O I T R D CR 933 GO O D H O P E R D GE E R D HA Y S R D CR 5 0 BONAR RD S T E E L P K W Y S PR E S T O N R D CU S T E R R D E US 380 D A L L A S P K W Y HA W K I N S L N LA CIM A B L V D EUREKA LN S C O L E M A N S T CR 970 AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y N T E E L P K W Y P R E S T O N HILLS CIRPR 5155 FM 428 W GIBBS RD CR 8 5 4 MAGNOLIA BLVD CR 123 AMISTAD DR FA L C O N R D FM 1461 CR 858 CR 857 SIBYL L N P R 7801 A E R O C O U N T R Y R D E BROADWAY ST W I N D I N G C R E E K R D TA L O N L N FI E L D S R D CRUTCHFIELD DR CR 853 TW I N L A K E S D R BRISTOL DR B L U E F O R ES T D R E THIRD ST RE D B U D D R HA R P E R R D S C R A I G R D PR 5 1 5 6 HE R I T A G E TRL BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT FAIR OAKS LN RHEA M I L L S C I R C R O O K E D S T I C K D R CHANDLER CIR WENK CT V E R O N A D R S E A P I N E S D R OA K B E N D T R L HAYDEN LN GENTLE CREEKTRL CAUDLE LN H A W T H O R N D R W H I T E R O C K B L V D CR 8 6 VISTA VIEW LN MONTICELLO DR S L E G A C Y D R B R O A D M O O R L N PRESTONVIEW DR CEDAR SPRINGS DR Q U A I L HOLLOW N P A R V I N S T ST O N Y T R L TEXA N A D R WARREN DR GRIND S T O N E DR CEDAR LAKE DR NOLES RD PRESTONCOU N T R Y LN C H ALKHILL CL I P S T O N D R LA N E S T BRADFORD DR P E B B L E C R E E K D R CO L L I N C T CH A P E L H I L L D R STILLHOUSE HOLLOW DRW I L L OWVIEW DR E FIFTH ST W I L L O W R I D G E D R CRESTW O O D D R E SECOND ST VIRGINIA PKWY WOODHAVEN DR CORN E T C T CHARLESTON LN PLUM CT B RIDGEPORTDR E EIGHTH ST WIL L O W R U N COUNTRY VIEW DR APPALACHIAN LN KING GEORGE LN NORFOLK LN P E RE G R I N E P T P A L E S T I N E D R PASEWARK CIR NEWPORT LN CREEKWOOD DR BEAVER TRL C H E R O K E E R O S E T R L STILLHOUSE HOLLO W C T COASTAL DR HAMPSHIRE D R JA S M I N E T R L S T O N E C R E E K DR TWIN B U T T E S D R S A N J U A N AVE LE N O X D R C EDAR T R L PHANTOM L N HICKORY CRE EK DR W HITE R I V E R D R DARIAN DR MOONEY DR THREE RIVERS D R WA L N U T G R O V E R D WI N T E R H A V E N L N SPANISH MOSS D R ECHO DR MEADOW RIDG E D R CHESAPEAKE LN H A L E Y C T CARRIAGE LN KOMROM CT MISTY ME A D O W D R OXFORD PL BE T T S L N LON G W O O D D R TETON PL A R R O W H E A D D R TWIN OA KS D R CREEKVIEW C T S P RIN G B R O O K D R S H A R E D D R I V E W A Y DOVE CREEK C I R A S P E N S T MERCER WAY C A L A V E R A S C T S REDWOOD CIR FORSYTHE DR N REDWOOD CIR S U S S E X D R CO L L I N G R E E N D R ASCOT PL N W E S L E Y D R PARKVIEW CT W SECO N D S T MANITO U D R W R E D O A K C I R STRATFORD DR FALCON CT GABLES DR WOOD S T R E A M D R S A D D L E H O R N C T DOOLITTLE DR SOUTHERN PINE D R YORK PL D O V E C R E E K S T RANAHAN DR NO R T H R I D G E T R L EAGLE DR LOGANS WAY DR KINNER DR PE C A N S T CEDAR BEND DR GO O D H O P E R D S P R E S T O N R D CR 5 0 FAIR OAKS LN DA L L A S P K W Y SH A R E D D R I V E W A Y CR 26 8' ' 6'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 8 ' ' 6' ' 6' ' 8'' 8' ' 8'' 8' ' 6'' 8'' 8'' 8'' 8'' 8' ' 6'' 6'' 8'' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 6'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 6'' 8'' 6' ' 8'' 6'' 8'' 8 ' ' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 6'' 8'' 8'' 6'' 8'' 6'' 8'' 8'' 6'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 6' ' 8' ' 8 ' ' 8'' 8'' 8 ' ' 6' ' 8'' 8 ' ' 8'' 6'' 8'' 6' ' 6'' 8' ' 8'' 8' ' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 6'' 8''4'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8''8'' 8' ' 8'' 8''8'' 8' ' 8'' 8 ' ' 8 ' ' 8'' 8'' 8 ' ' 8'' 8'' 6' ' 8 ' ' 8'' 8' ' 8' ' 6'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8' ' 6'' 6' ' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8' ' 8' ' 8' ' 8 ' ' 8''8'' 8' ' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 8'' 6'' 8''8'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 6'' 8'' 8 ' ' 6 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 6'' 8 ' ' 8' ' 6' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 4' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8' ' 8'' 8 ' ' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 8'' 8 ' ' 8'' 6' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 6'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8 ' ' 8'' 8''8' ' 8'' 8' ' 8' ' 8'' 8'' 8''8'' 8'' 8' ' 8'' D o e B r a n c h Panther Cree k W il s o n C r e e k GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream L i ttle E l m C r e e k R o w let t C r e e k Pond S t r e a m P arvin Branch Parv i n B r a n c h D o e Branc h D o e B r a n c h St r e a m S t r e a m 0 1,700 3,400 SCALE IN FEET LEGEND Model Results !(Model Predicted Overflow !(Surcharging w/in 3 ft. of MH Rim Surcharged Due to Downstream Restriction !(FM Flow Monitor Vä Under Design/Construction Lift Station Under Design/Construction Wastewater Line Under Design/Construction Force Main [q Rain Gauge !(Manhole Vä Lift Station TXWWTP Wastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line 8" and Smaller Force Main 10" and Larger Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-3 TOWN OF PROSPER WASTEWATER SYSTEM WET WEATHER VALIDATION RESULTS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\B - FM Data, Summary Tables, WW Calibration\MXD\(Figure_B-3)-Wastewater_Wet_Calibration.mxd Updated: Friday, September 23, 2016 10:14:32 AM FLOW MONITOR BASINS Basin 1 Basin 2 Basin 3 Basin 4 Basin 5A Basin 5B Basin 6 Basin 7A Basin 7B FM ID #Recorded Flow (MGD)Modeled Flow (MGD) Item 9 !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q FM-03 FM-06 FM-04 FM-05A & FM-05B FM-01 FM-02 FM-07A & FM-07B Aj Aj KªKª RG-02 RG-01 BASIN 436.57 gal/LF BASIN 2DATA UNAVAILABLE BASIN 310.32 gal/LF BASIN 17.02 gal/LF BASIN 5A17.41 gal/LF BASIN 616.78 gal/LF BASIN 7A0.80 gal/LF BASIN 5B8.17 gal/LF BASIN 7B0.11 gal/LF CR 25 E FIRST ST E PROSPER TRL E UNIVERSITY DR N C U S T E R R D N C O I T R D CR 26 E FRONTIER PKWY SH 2 8 9 W FIRST ST W FRONTIER PKWY CO I T R D N P R E S T O N R D N D A L L A S P K W Y S C O I T R D CR 933 N C O L E M A N S T HA Y S R D S PR E S T O N R D W PROSPER TRL CU S T E R R D W UNIVERSITY DR LA CIM A B L V D S C O L E M A N S T CR 5 0 CR 5 1 CR 8 3 CR 8 4 LO V E R S L N S D A L L A S P K W Y CR 8 5 4 CR 123 CR 858 CR 857 FM 1461 AMISTAD DR FM 2 4 7 8 SIBYL LN E BROADWAY ST G ENTLEWA Y W I N D I N G C R E E K R D TA L O N L N T R A ILDR CR 853 BRISTOL DR D A L L A S P K W Y B L U E F O R E S T D R RE D B U D D R KI R K W O O D L N S C R A I G R D L A K E T R A I L LN W O O D V I E W D R BE D F O R D L N A M B E R W O O D L N FA L C O N R D CR O W N C O L O N Y D R DIANNA DR W H I T L E Y P L A C E D R HIGHPOINT DR V I R G I N I A H I L L S D R FAIR OAKS LN E SEVENTH ST R H E A MILLS CIR CHANDLER CIR H A R V E S T R I D G E L N GENTLECREEKTRL VI C T O R Y W A Y MONT IC ELLO DR B R O A D M O O R L N OA K B E N D T R L PRESTONVIEW DR CEDAR SPRINGS DR TW I N L A K E S D R ST O N Y T R L WARREN DR GRI N D S T O N E D R P A C K S A DDLE TRL PRESTON C O U NTR Y L N P R E S T O N H I L L S C I R HID DE N L A K E D R VIRGINIA PKWY COL L I N C T CH A P E L H I L L D R EQ U E S T R I A N W A Y W I LLOWVIEWDR W I L L O W R I D G E D R E SECOND STMC K I N L E Y S T P E B B L E C R E E K D R B U T C H A R T D R WOODHAVEN DR CORN E T C T DAVE T R L B R IDGEPORTDR E EIGHTH ST PASEWARK CIR NEWPORT LN BEAVER TRL DOUBLE B TRL COYOTE RUN S A N J U A N AVE PHANTOM LN H I C K O R Y CREEK DR DARIAN DR ECHO DR M I S T Y M E A D O W D R NOCONA DR LON G W O O D D R TETON PL FI E L D S T N RED OAK CIR S REDWOOD CIR POST OAK CT WIN D B R O O K L N YAK DR SH A R E D D R I V E W A Y DRE X E L L N STONYBROOK DR DOOLITTLE DR YORK PL HENRY PL GREENSPOINT LN CR 26 DA L L A S P K W Y W UNIVERSITY DR W ils o n Creek D o e B r a n c h P a rvi n B r a n c h GentleCreek R u t h e r f o r d B r a n c h S t r e a m St r e a m Str e a m R u t h e r f o r d B r a n c h P a r v i n Branch S t r e a m Parvin Branch 0 3,000 SCALE IN FEET Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : P R P 1 5 6 1 1 Lo c a t i o n : T : \ W W P \ R e p o r t \ 0 4 - A p p e n d i c e s \ B - F M D a t a , S u m m a r y T a b l e s , W W C a l i b r a t i o n \ M X D \ ( F i g u r e _ B - 4 ) - I n f l o w _ I n f i l t r a t i o n _ B y _ B a s i n _ ( 8 . 5 x 1 1 ) . m x d Up d a t e d : M o n d a y , S e p t e m b e r 1 9 , 2 0 1 6 1 1 : 0 4 : 5 2 A M [q Rain Gauge !(FM Flow Monitor Normalized Inflow/Infiltration Data Unavailable Less than 2.0 gal/LF (Low I/I) 2.0 - 4.0 gal/LF (Moderate I/I) More than 4.0 gal/LF (High I/I) Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-4 TOWN OF PROSPER WASTEWATER SYSTEM INFLOW/INFILTRATION BY BASIN RAINFALL EVENT: APRIL 17, 2016 BASIN IDNORMALIZED I/I!I Item 9 !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q FM-03 FM-06 FM-04 FM-05A & FM-05B FM-01 FM-02 FM-07A & FM-07B Aj Aj KªKª RG-02 RG-01 BASIN 44.10 PF BASIN 25.80 PF BASIN 33.80 PF BASIN 12.70 PF BASIN 5A4.50 PF BASIN 610.30 PF BASIN 7A2.60 PF BASIN 5B3.40 PF BASIN 7B3.20 PF CR 25 E FIRST ST E PROSPER TRL E UNIVERSITY DR N C U S T E R R D N C O I T R D CR 26 E FRONTIER PKWY SH 2 8 9 W FIRST ST W FRONTIER PKWY CO I T R D N P R E S T O N R D N D A L L A S P K W Y S C O I T R D CR 933 N C O L E M A N S T HA Y S R D S PR E S T O N R D W PROSPER TRL W UNIVERSITY DR CU S T E R R D LA CIM A B L V D CR 5 0 S C O L E M A N S T CR 5 1 CR 8 3 CR 8 4 LO V E R S L N S D A L L A S P K W Y CR 8 5 4 CR 123 AMISTAD DR FM 2 4 7 8 FM 1461 CR 858 CR 857 SIBYL LN E BROADWAY ST G ENTLEWA Y W I N D I N G C R E E K R D TA L O N L N T R A IL DR CR 853 BRISTOL DR B L U E F O R E S T D R D A L L A S P K W Y RE D B U D D R KI R K W O O D L N S C R A I G R D L A K E T R A I L LN W O O D V I E W D R BE D F O R D L N A M B E R W O O D L N FA L C O N R D CR O W N C O L O N Y D R WFIFTH ST DIANNA DR W H I T L E Y P L A C E D R HIGHPOINT DR V I R G I N I A H I L L S D R FAIR OAKS LN E SEVENTH ST R H E A MILLS CIR CHANDLER CIR H A R VE S T R I D G E L N GENTLECREEKTRL VI C T O R Y W A Y OA K B E N D T R L MON T IC ELLO DR B R O A D M O O R L N TW I N L A K E S D R PRESTONVIEW DR CEDAR SPRINGS DR ST O N Y T R L TEXA N A D R WARREN DR GR I N D S T O N E D R P A C K S A DDLE TRL P R E S T O N H I L L S C I R PRESTON C O U NTR Y L N HID DE N L A K E D R COL L I N C T CH A P E L H I L L D R EQ U E S T R I A N W A Y W I LLOWVIEWDR E FIFTH ST W I L L O W R I D G E D R E SECOND ST P E B B L E C R E E K D R MC K I N L E Y S T B U T C H A R T D R VIRGINIA PKWY WOODHAVEN DR CORN E T C T DAVE T R L B R IDGEPORTDR E EIGHTH ST S M A I N S T PASEWARK CIR NEWPORT LN BEAVER TRL DOUBLE B TRL COYOTE RUN TWIN B U T T E S D R S A N J U A N AVE PHANTOM LN H I C K O R Y CREEK DR DARIAN DR ECHO DR M I S T Y M E A D O W D R LON G W O O D D R TETON PL FI E L D S T N RED OAK CIR CIRCLE J TRL S REDWOOD CIR POST OAK CT WIN D B R O O K L N YAK DR SH A R E D D R I V E W A Y DRE X E L L N STONYBROOK DR DOOLITTLE DR YORK PL HENRY PL CR 26 W UN IV E R S I T Y D R W ils o n Creek D o e B r a n c h P a rvi n B r a n c h GentleCreek R u t h e r f o r d B r a n c h S t r e a m St r e a m S t r e a m Str e a m Parvin Branch P a r v i n Branch R u t h e r f o r d B r a n c h 0 3,000 SCALE IN FEET Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : P R P 1 5 6 1 1 Lo c a t i o n : T : \ W W P \ R e p o r t \ 0 4 - A p p e n d i c e s \ B - F M D a t a , S u m m a r y T a b l e s , W W C a l i b r a t i o n \ M X D \ ( F i g u r e _ B - 5 ) - P e a k i n g _ F a c t o r _ B y _ B a s i n _ ( 8 . 5 x 1 1 ) . m x d Up d a t e d : M o n d a y , S e p t e m b e r 1 9 , 2 0 1 6 1 1 : 0 7 : 0 7 A M [q Rain Gauge !(FM Flow Monitor Flow Monitoring Peaking Factors Less than 2.00 (Low PF) 2.00 - 4.00 (Moderate PF) Greater than 4.00 (High PF) Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-5 TOWN OF PROSPER WASTEWATER SYSTEM PEAKING FACTORS (PF) BY BASIN RAINFALL EVENT: APRIL 17, 2016 BASIN IDNORMALIZED PF!I Item 9 Fi g u r e B - 6 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 1 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 12 " P i p e Mi n - 2 . 1 1 i n c h e s Ma x - 4 . 5 9 i n c h e s Av g - 3 . 0 1 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0. 8 0. 9 1. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 9 M G D Ma x - 0 . 5 3 M G D Av g - 0 . 2 2 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 1 . 4 9 f t / s Ma x - 3 . 4 0 f t / s Av g - 2 . 4 6 f t / s B- 9 Item 9 Fi g u r e B - 7 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 2 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 27 " P i p e Mi n - 3 . 4 4 i n c h e s Ma x - 1 3 7 . 1 0 i n c h e s Av g - 2 0 . 8 4 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 5 M G D Ma x - 1 . 1 5 M G D Av g - 0 . 1 1 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 0 8 f t / s Ma x - 1 . 4 1 f t / s Av g - 0 . 7 0 f t / s B- 1 0 Item 9 Fi g u r e B - 8 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 3 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 14 " P i p e Mi n - 1 . 4 3 i n c h e s Ma x - 5 . 0 6 i n c h e s Av g - 2 . 5 0 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0. 8 0. 9 1. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 6 M G D Ma x - 0 . 7 7 M G D Av g - 0 . 2 2 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 1 . 3 9 f t / s Ma x - 3 . 6 3 f t / s Av g - 2 . 4 0 f t / s B- 1 1 Item 9 Fi g u r e B - 9 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 4 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 3. 5 4. 0 4. 5 5. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 24 " P i p e Mi n - 3 . 6 2 i n c h e s Ma x - 1 4 . 4 7 i n c h e s Av g - 7 . 1 5 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 3. 5 4. 0 4. 5 5. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 8 M G D Ma x - 2 . 9 4 M G D Av g - 0 . 8 8 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 7 4 f t / s Ma x - 2 . 3 4 f t / s Av g - 1 . 5 8 f t / s B- 1 2 Item 9 Fi g u r e B - 1 0 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 5 A 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 15 " P i p e Mi n - 1 . 0 7 i n c h e s Ma x - 1 6 2 . 2 0 i n c h e s Av g - 3 . 8 2 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 3. 5 4. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 6 M G D Ma x - 2 . 9 0 M G D Av g - 0 . 3 8 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 16 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 1 5 f t / s Ma x - 7 . 3 6 f t / s Av g - 5 . 8 1 f t / s B- 1 3 Item 9 Fi g u r e B - 1 1 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 5 B 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 8" P i p e Mi n - 1 . 7 2 i n c h e s Ma x - 3 . 5 8 i n c h e s Av g - 2 . 3 1 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 8 M G D Ma x - 0 . 6 6 M G D Av g - 0 . 2 1 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 16 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 1 . 7 5 f t / s Ma x - 7 . 0 2 f t / s Av g - 3 . 9 7 f t / s B- 1 4 Item 9 Fi g u r e B - 1 2 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 6 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 12 " P i p e Mi n - 1 . 2 3 i n c h e s Ma x - 1 5 4 . 5 3 i n c h e s Av g - 2 3 . 3 1 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 3 M G D Ma x - 1 . 1 4 M G D Av g - 0 . 1 3 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 0 9 f t / s Ma x - 4 . 3 8 f t / s Av g - 1 . 3 7 f t / s B- 1 5 Item 9 Fi g u r e B - 1 3 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 7 A 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 10 " P i p e Mi n - 1 . 0 0 i n c h e s Ma x - 7 8 . 2 8 i n c h e s Av g - 2 . 5 2 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 2 M G D Ma x - 0 . 3 5 M G D Av g - 0 . 0 8 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 0 5 f t / s Ma x - 4 . 0 8 f t / s Av g - 2 . 7 1 f t / s B- 1 6 Item 9 Fi g u r e B - 1 4 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 7 B 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 10 " P i p e Mi n - 1 . 4 7 i n c h e s Ma x - 9 0 . 3 1 i n c h e s Av g - 3 . 9 5 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 2 M G D Ma x - 0 . 4 9 M G D Av g - 0 . 0 7 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 3 3 f t / s Ma x - 2 . 2 1 f t / s Av g - 0 . 9 7 f t / s B- 1 7 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix C Water Demand and Wastewater Flow Projections Item 9 Table C-1 Summary of Water Demand Projections Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Lower Residential 2,566 -175 gpcd 0.45 3.00 1.35 2.00 2.69 Lower Non-Residential -287 750 gpd/acre 0.21 2.00 0.43 1.50 0.64 Total Lower Plane 2,566 287 -0.66 -1.78 -3.34 Upper Residential 15,234 -175 gpcd 2.67 3.00 8.00 2.00 16.00 Upper Non-Residential -374 750 gpd/acre 0.28 2.00 0.56 1.50 0.84 Total Upper Plane 15,234 374 -2.95 - 8.56 - 16.84 Total Town 17,800 661 3.61 -10.34 -20.18 Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Lower Residential 8,810 -175 gpcd 1.54 3.00 4.63 2.00 9.25 Lower Non-Residential -481 750 gpd/acre 0.36 2.00 0.72 1.50 1.08 Total Lower Plane 8,810 481 -1.90 -5.35 -10.33 Upper Residential 19,078 - 175 gpcd 3.34 3.00 10.02 2.00 20.03 Upper Non-Residential -686 750 gpd/acre 0.51 2.00 1.03 1.50 1.54 Total Upper Plane 19,078 686 -3.85 - 11.05 - 21.58 Total Town 27,888 1,167 5.76 - 16.39 - 31.91 Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Lower Residential 17,652 - 175 gpcd 3.09 3.00 9.27 2.00 18.53 Lower Non-Residential -710 750 gpd/acre 0.53 2.00 1.07 1.50 1.60 Total Lower Plane 17,652 710 -3.62 - 10.33 - 20.13 Upper Residential 23,324 - 175 gpcd 4.08 3.00 12.25 2.00 24.49 Upper Non-Residential - 1,034 750 gpd/acre 0.78 2.00 1.55 1.50 2.33 Total Upper Plane 23,324 1,034 -4.86 - 13.80 - 26.82 Total Town 40,976 1,744 8.48 - 24.13 - 46.95 Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Artesia Development 8,399 - 175 gpcd 1.47 3.00 4.41 2.00 8.82 Lower Residential 39,291 - 175 gpcd 6.88 3.00 20.63 2.00 41.26 Lower Non-Residential - 2,549 750 gpd/acre 1.91 2.00 3.82 1.50 5.74 Total Lower Plane 39,291 2,549 -8.79 - 24.45 - 46.99 Upper Residential 32,804 26 175 gpcd 5.74 3.00 17.22 2.00 34.44 Upper Non-Residential - 1,807 750 gpd/acre 1.36 2.00 2.71 1.50 4.07 Total Upper Plane 32,804 1,834 -7.10 - 19.93 - 38.51 Total Town 80,494 4,382 17.35 - 48.79 - 94.32 2016 2021 2026 Buildout C-1 Item 9 Table C-2 Summary of Wastewater Flow Projections Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) UTRWD Residential 1,463 -95 gpcd 0.14 4.00 0.56 UTRWD Non-Residential -64 400 gpd/acre 0.03 4.00 0.10 Total UTRWD Basin 1,463 64 -0.16 -0.66 NTMWD Residential 14,022 -95 gpcd 1.33 4.00 5.33 NTMWD Non-Residential -596 400 gpd/acre 0.24 4.00 0.95 Total NTMWD Basin 14,022 596 -1.57 -6.28 Total Town 15,485 661 1.74 -6.94 Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) UTRWD Residential 14,971 -95 gpcd 1.42 4.00 5.69 UTRWD Non-Residential -866 400 gpd/acre 0.35 4.00 1.39 Total UTRWD Basin 14,971 866 -1.77 -7.07 NTMWD Residential 10,546 -95 gpcd 1.00 4.00 4.01 NTMWD Non-Residential -293 400 gpd/acre 0.12 4.00 0.47 Total NTMWD Basin 10,546 293 -1.12 -4.48 Total Town 25,517 1,159 2.89 -11.55 Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) UTRWD Residential 25,014 -95 gpcd 2.38 4.00 9.51 UTRWD Non-Residential -1,271 400 gpd/acre 0.51 4.00 2.03 Total UTRWD Basin 25,014 1,271 -2.88 -11.54 NTMWD Residential 13,500 -95 gpcd 1.28 4.00 5.13 NTMWD Non-Residential -465 400 gpd/acre 0.19 4.00 0.74 Total NTMWD Basin 13,500 465 -1.47 -5.87 Total Town 38,514 1,736 4.35 -17.41 Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) Artesia Development 8,399 -95 gpcd 0.80 4.00 3.19 UTRWD Residential 48,201 -95 gpcd 4.58 4.00 18.32 UTRWD Non-Residential -3,726 400 gpd/acre 1.49 4.00 5.96 Total UTRWD Basin 48,201 3,726 -6.87 -27.47 NTMWD Residential 23,894 -95 gpcd 2.27 4.00 9.08 NTMWD Non-Residential -656 400 gpd/acre 0.26 4.00 1.05 Total NTMWD Basin 23,894 656 -2.53 -10.13 Total Town 80,494 4,382 10.20 -40.79 2016 2021 2026 Buildout C-2 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix D Water System Project Cost Estimates Item 9 1 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 100,000$ 100,000$ 2 800 LF 120$ 96,000$ 3 440 LF 350$ 154,000$ 4 360 LF 80$ 28,800$ 378,800$ 20%75,800$ 454,600$ 12%54,600$ 509,200$ 509,200$ Pavement Repair 20" Boring and Casing September 19, 2016 Project Name:West First Street Pressure Reducing Valve & 12-inch Parallel Pipe Town of Prosper 12" WL & Appurtenances Pressure Reducing Valve Station Opinion of Probable Construction Cost DRAFT Capital Improvement Cost Estimate Construction Project Number: A pressure reducing valve between the Upper and Lower pressure planes along West First Street, and a 12-inch parallel water line along West First Street. Project Description:Vicinity Map Project Drivers: This project will reduce excess headloss in the existing 6-inch water line in this location, as well as provide an additional transfer point between the Upper and Lower Pressure Planes. Construction Project Number:Phase: SUBTOTAL: DESCRIPTION Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: CONTINGENCY Phase: Item 9 September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate Construction Project Number:Phase:3 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,300 LF 240$ 552,000$ 2 9,200 LF 200$ 1,840,000$ 3 300 LF 450$ 135,000$ 2,527,000$ 20%505,400$ 3,032,400$ 12%363,900$ 3,396,300$ 3,396,300$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: SUBTOTAL: CONTINGENCY 34" Boring and Casing Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances 20" WL & Appurtenances Project Description:Vicinity Map A 20-inch water line along West First Street / Fishtrap Road between the Dallas Parkway and Winsor Drive as well as a section of 24-inch parallel pipe along Dallas Parkway. Project Drivers: This project will begin to establish gridding and provide redundancy in the southern section of the Lower Pressure Plane. It will also provide transmission capacity to the Lower Pressure Plane Elevated Storage Tank #1. The 24-inch parallel pipe-line will reduce excessive headloss in the existing 12-inch line it parallels. Construction Project Number:Phase: Project Name:West First Street 20-inch Water Line, Dallas Parkway 24-inch Parallel Item 9 September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate Construction Project Number:Phase:5 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,700 LF 200$ 1,140,000$ 2 600 LF 120$ 72,000$ 1,212,000$ 20%242,400$ 1,454,400$ 12%174,600$ 1,629,000$ 1,629,000$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: SUBTOTAL: CONTINGENCY Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances 12" WL & Appurtenances Project Description:Vicinity Map A 20-inch water line along Dallas Parkway, extending from the intersection of Dallas Parkway and West First Street to the intersection of Dallas Parkway & West Prosper Trail. The 12-inch water line will connect to the existing 12-inch water line along West Prosper Trail. Project Drivers: This water project will begin to establish gridding the eastern portion of the Lower Pressure Plane. Construction Project Number:Phase: Project Name:Dallas Parkway 20-inch & West Prosper Trail 12-inch Water Lines Item 9 6 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 1,350,000$ 1,350,000$ 2 8,900 LF 360$ 3,204,000$ 4,554,000$ 20%910,800$ 5,464,800$ 12%655,800$ 6,120,600$ 6,120,600$ SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY DESCRIPTION Pump Station - Expans 15 MGD 36" WL & Appurtenances Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:LPP Pump Station Expansion & 36-inch Transmission Mains Project Description:Vicinity Map Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 An expansion of the Lower Pressure Plane Pump Station to 25.0 MGD Firm capacity and a 36-inch transmission main to deliver supply into the Lower Pressure Plane. Project Drivers: This project will increase the delivery capacity to the Lower Pressure Plane, and increase transmission capacity to the Elevated Storage Tank described in Project 4. Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 7 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 9,800 LF 240$ 2,352,000$ 2 2,400 LF 200$ 480,000$ 3 2,400 LF 80$ 192,000$ 3,024,000$ 20%604,800$ 3,628,800$ 12%435,500$ 4,064,300$ 4,064,300$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances 20" WL & Appurtenances Project Description:Vicinity Map A 24-inch transmission main and 20-inch parallel pipe delivering flow from the LPP Pump Station, and a 24-inch water line connecting to the 20-inch water line described in Project 3. Project Drivers: This project, in conjunction with Projects 7, will help increase delivery capacity to the Lower Pressure plane. The 20-inch parallel pipe-line will reduce excessive headloss in the existing 16-inch water line it parallels. Construction Project Number:Phase: Project Name:24-inch Transmission Main Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 8 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,500 LF 240$ 1,560,000$ 2 200 LF 500$ 100,000$ 3 6,300 LF 80$ 504,000$ 2,164,000$ 20%432,800$ 2,596,800$ 12%311,700$ 2,908,500$ 2,908,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances 36" Boring and Casing Project Name:Legacy Drive 24-inch Water Line Project Description:Vicinity Map A 24-inch water line extending from the intersection of Legacy Drive and West Prosper Trail to the intersection of Legacy Drive & West First Street. Project Drivers: This project will establish gridding in the middle of the Lower Pressure Plane and provides transmission capacity to the Lower Pressure Plane Elevated Storage Tank #2 described in Project 18. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 9 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,300 LF 200$ 1,260,000$ 2 6,300 LF 80$ 504,000$ 1,764,000$ 20%352,800$ 2,116,800$ 12%254,100$ 2,370,900$ 2,370,900$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances Pavement Repair Project Name:West Prosper Trail 20-inch Water Line Project Description:Vicinity Map A 20-inch water line extending from the intersection of West Prosper Trail and Dallas Parkway to the intersection of Legacy Drive & West Prosper Trail. Project Drivers: This project will establish gridding and provide redundancy in the middle of the Lower Pressure Plane, and provides transmission capacity to the Lower Pressure Plane Elevated Storage Tank #2 described in Project 18. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 10 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 12,500 LF 120$ 1,500,000$ 2 12,500 LF 80$ 1,000,000$ 2,500,000$ 20%500,000$ 3,000,000$ 12%360,000$ 3,360,000$ 3,360,000$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:Dallas Parkway / Frontier Parkway 12-inch Water Line Project Description:Vicinity Map A 12-inch water line along Dallas Parkway and Frontier Parkway. Project Drivers: This project will to help establish gridding in the eastern portion of the Lower Pressure Plane, as well as provide redundancy to and help maintain pressures in the Frontier Park neighborhood. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 11 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,100 LF 120$ 852,000$ 2 7,100 LF 80$ 568,000$ 1,420,000$ 20%284,000$ 1,704,000$ 12%204,500$ 1,908,500$ 1,908,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:First Street 12-inch Water Line Project Description:Vicinity Map A 12-inch waterline extending from the intersection of West First Street and South McKinney Street to the intersection of East First Street & South Craig Road, then following a portion of South McKinney Street. Project Drivers: This project provides looping and redundancy in the Upper Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 12 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,800 LF 200$ 1,360,000$ 2 6,800 LF 80$ 544,000$ 1,904,000$ 20%380,800$ 2,284,800$ 12%274,200$ 2,559,000$ 2,559,000$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances Pavement Repair Project Name:Preston Road 20-inch Water Line Project Description:Vicinity Map A 20-inch parallel pipeline extending from the intersection of South Preston Road and East University Drive to the intersection of South Preston Road & East First Street. Project Drivers: This project provides transmission capacity to the Preston EST and the Upper Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 13 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,300 LF 200$ 1,460,000$ 2 300 LF 450$ 135,000$ 3 7,000 LF 80$ 560,000$ 2,155,000$ 20%431,000$ 2,586,000$ 12%310,400$ 2,896,400$ 2,896,400$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances 34" Boring and Casing Project Name:Goodhope Road 20-inch Water Line Project Description:Vicinity Map A 20-inch extending from the intersection of Goodhope Road and Prosper Road to the intersection of Goodhope Road & Fishtrap Road. Project Drivers: This project helps complete looping in the middle of the Lower Pressure Plane., and provides transmission capacity to the Lower Pressure Plane Elevated Storage Tank #2 described in Project 18. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 14 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,600 LF 240$ 1,824,000$ 2 7,600 LF 80$ 608,000$ 2,432,000$ 20%486,400$ 2,918,400$ 12%350,300$ 3,268,700$ 3,268,700$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances Pavement Repair Project Name:Prosper Road 24-inch Waterline Project Description:Vicinity Map A 24-inch waterline extending from the intersection of Prosper Road and Legacy Drive to the intersection of Prosper Road & Teel Parkway. Project Drivers: This project helps complete looping in the middle of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 15 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 160$ 928,000$ 928,000$ 20%185,600$ 1,113,600$ 12%133,700$ 1,247,300$ 1,247,300$ SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY DESCRIPTION 16" WL & Appurtenances Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:Railroad 16-inch Water Line (UPP) Project Description:Vicinity Map Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 A 16-inch waterline parallelling the railroad in the Upper Pressure Plane. Project Drivers: This project completes looping in the Upper Pressure Plane and will help supply projected non-residential development. Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 16 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 630,000$ 630,000$ 2 1 LS 50,000$ 50,000$ 3 1 LS 50,000$ 50,000$ 730,000$ 20%146,000$ 876,000$ 12%105,200$ 981,200$ 981,200$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Upgrade Meter Opinion of Probable Construction Cost DESCRIPTION Pump Station - Expans 7 MGD Generator Project Description:Vicinity Map An expansion of the Upper Pressure Plane Pump Station to 25.0 MGD firm capacity. Project Drivers: This project will increase the delivery capacity to the Upper Pressure Plane and support projected growth. Construction Project Number:Phase: Project Name:Expand UPP Pump Station to 25.0 MGD Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 17 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 8,100 LF 120$ 972,000$ 2 300 LF 350$ 105,000$ 3 7,800 LF 80$ 624,000$ 1,701,000$ 20%340,200$ 2,041,200$ 12%245,000$ 2,286,200$ 2,286,200$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Project Name:East University Drive / FM 1385 12-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the intersection of East University Drive and Gee Road to the intersection of East University Road & FM 1385. Project Drivers: This project completes looping in the south western portion of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 18 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 4,800,000$ 4,800,000$ 4,800,000$ 20%960,000$ 5,760,000$ 12%691,200$ 6,451,200$ 6,451,200$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 6.0 MG Ground Storage Tank Project Name:LPP Pump Station Ground Storage Tank #2 Project Description:Vicinity Map A second 6 million ground storage tank at the new Lower Pressure Plane Pump Station. Project Drivers: This project will increase the delivery capacity to the Lower Pressure Plane as well as increase storage capacity, supporting projected growth. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 19 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 4,450,000$ 4,450,000$ 2 1,100 LF 240$ 264,000$ 4,714,000$ 20%942,800$ 5,656,800$ 12%678,900$ 6,335,700$ 6,335,700$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 2.5 MG Elevated Storage Tank 24" WL & Appurtenances Project Name:Lower Pressure Plane Elevated Storage Tank #2 Project Description:Vicinity Map A 2.5 million gallon elevated storage tank serving the Lower Pressure Plane. Project Drivers: This project will provide elevated storage, fire flow volume, and help maintain pressure in the Lower Pressure Plane during peak hour demands. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 20 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 120$ 696,000$ 696,000$ 20%139,200$ 835,200$ 12%100,300$ 935,500$ 935,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Project Name:Railroad 12-inch Water Line (LPP) Project Description:Vicinity Map A 12-inch water line parallelling the railroad in the Lower Pressure Plane. Project Drivers: This project completes looping in the Lower Pressure Plane and will help supply projected non-residential development. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 21 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,100 LF 120$ 852,000$ 2 7,100 LF 80$ 568,000$ 1,420,000$ 20%284,000$ 1,704,000$ 12%204,500$ 1,908,500$ 1,908,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:FM 1385 12-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the intersection of FM 1385 and Dove Circle to the intersection of FM 1385 & Parvin Road. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 22 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,400 LF 160$ 544,000$ 2 8,900 LF 120$ 1,068,000$ 3 200 LF 350$ 70,000$ 4 12,100 LF 80$ 968,000$ 2,650,000$ 20%530,000$ 3,180,000$ 12%381,600$ 3,561,600$ 3,561,600$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: 20" Boring and Casing Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances 12" WL & Appurtenances Project Name:Frontier Parkway / Legacy Drive 12/16-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the intersection of Frontier Parkway and Dallas Parkway to the intersection of Frontier Parkway & Legacy Drive, then following Legacy drive to its intersection with West Prosper Trail. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 23 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 8,200 LF 120$ 984,000$ 2 300 LF 350$ 105,000$ 3 7,900 LF 80$ 632,000$ 1,721,000$ 20%344,200$ 2,065,200$ 12%247,900$ 2,313,100$ 2,313,100$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Project Name:Parvin Road 12-inch Water Line Project Description:Vicinity Map The first section of 12-inch water line extending from the intersection of Parvin Road and Legacy Drive to Teel Parkway. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 24 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 11,900 LF 120$ 1,428,000$ 2 200 LF 350$ 70,000$ 3 11,700 LF 80$ 936,000$ 2,434,000$ 20%486,800$ 2,920,800$ 12%350,500$ 3,271,300$ 3,271,300$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Project Name:Parvin Road 12-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the terminus of the 12-inch water line described in Project 24, along Parvin Road to the intersection of Parvin Road and FM 1385. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 25 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 1,350,000$ 1,350,000$ 1,350,000$ 20%270,000$ 1,620,000$ 12%194,400$ 1,814,400$ 1,814,400$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION Pump Station - Expans 15 MGD Project Name:LPP Pump Station Expansion Project Description:Vicinity Map An expansion of the Lower Pressure Plane Pump Station to 40.0 MGD firm capacity. Project Drivers: This project will increase the delivery capacity to the Lower Pressure Plane, supporting projected growth. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 26 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 160$ 928,000$ 2 5,800 LF 80$ 464,000$ 1,392,000$ 20%278,400$ 1,670,400$ 12%200,500$ 1,870,900$ 1,870,900$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances Pavement Repair Project Name:North Preston Road 16-inch Water Line Project Description:Vicinity Map A 16-inch water line extending from the intersection of North Preston Road and West Prosper Trail to the intersection of North Preston Road & Frontier Parkway. Project Drivers: This project helps maintain pressures in the Upper Pressure Plane during peak hour demands. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 27 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,200 LF 160$ 512,000$ 2 300 LF 400$ 120,000$ 632,000$ 20%126,400$ 758,400$ 12%91,100$ 849,500$ 849,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances 30" Boring and Casing Project Name:16-inch Water Line Project Description:Vicinity Map A 16-inch water line extending from the intersection of the Teel Parkway and Prosper Road to the 12-inch water line described in Project 24. Project Drivers: This project will complete looping in the middle of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 28 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,000 LF 120$ 720,000$ 720,000$ 20%144,000$ 864,000$ 12%103,700$ 967,700$ 967,700$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Project Name:Railroad 12-inch Water Line (LPP) Project Description:Vicinity Map A 12-inch water line along the railroad in the Lower Pressure Plane connecting the existing 12-inch water lines along West Prosper Trail and West First Street. Project Drivers: This project will complete looping in the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 29 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,200 LF 120$ 504,000$ 2 4,200 LF 80$ 336,000$ 840,000$ 20%168,000$ 1,008,000$ 12%121,000$ 1,129,000$ 1,129,000$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:Preston Road 12-inch Water Line Project Description:Vicinity Map A 12" water line originating at the intersection of West Prosper Trail and Cot Road, extending ~4,200ft east along Preston Road. Project Drivers: This project helps maintain pressures in the Upper Pressure Plane during peak hour demands. Construction Project Number:Phase: Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix E Wastewater System Project Cost Estimates Item 9 1 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 700 LF 320$ 224,000$ 2 2,500 LF 290$ 725,000$ 3 5,200 LF 260$ 1,352,000$ 4 500 LF 500$ 250,000$ 5 22 EA 10,000$ 220,000$ 6 1 LS 200,000$ 200,000$ 2,971,000$ 20%594,200$ 3,565,200$ 12%427,900$ 3,993,100$ 3,993,100$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: CONTINGENCY Phase: A 21/24-inch interceptor conveying flow from the existing WWTP Lift Station to the 30-inch interceptor under design in Basin 8. Project Description:Vicinity Map Project Drivers: This project will capture flow to the existing WWTP Lift Station, which lacks capacity to serve the projected growth in Basins 1, 2, 6, and 7. This project increases flow to the UTRWD Doe Branch WWTP in accordance the 2014 Wastewater Service Study by FNI. Construction Project Number:Phase: SUBTOTAL: DESCRIPTION Decommission Lift Station 60" Diameter Manhole 36" Boring and Casing 21" Pipe 8- 16 feet deep September 19, 2016 Project Name:21/24-inch Interceptor from Existing WWTP Lift Station Town of Prosper 24" Pipe 8- 16 feet deep 24" Pipe > 16 feet deep Opinion of Probable Construction Cost DRAFT Capital Improvement Cost Estimate Construction Project Number: E-1 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 2 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,200 LF 100$ 320,000$ 2 8 EA 7,500$ 60,000$ 3 200 LF 350$ 70,000$ 450,000$ 20%90,000$ 540,000$ 12%64,800$ 604,800$ 604,800$ Estimated Project Total: SUBTOTAL: 10" Pipe < 8 feet deep A 10-inch trunk line in Basin 2 originating north of Prosper Trail connecting to the existing 18-inch interceptor on Coleman Street. Project Drivers: This project will serve projected residential growth in this area. Project Name:New 10 inch Prosper Trail Trunk Line to Grove Lane Phase: CONTINGENCY Opinion of Probable Construction Cost DESCRIPTION 20" Boring and Casing 48" Diameter Manhole Project Description:Vicinity Map Construction Project Number: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-2 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 3 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,500 LF 100$ 250,000$ 2 1,700 LF 120$ 204,000$ 3 10 EA 7,500$ 75,000$ 4 200 LF 350$ 70,000$ 599,000$ 20%119,800$ 718,800$ 12%86,300$ 805,100$ 805,100$ Construction Project Number:Phase: Project Name:North Rutherford Branch Creek 10-inch Trunk Line Opinion of Probable Construction Cost DESCRIPTION 10" Pipe < 8 feet deep 10" Pipe 8- 16 feet deep Project Description:Vicinity Map A 10-inch interceptor in Basin 4 north of Rutherford Branch Creek near CR 933. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. SUBTOTAL: CONTINGENCY 48" Diameter Manhole 20" Boring and Casing Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-3 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 4 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,300 LF 120$ 396,000$ 2 11 EA 7,500$ 82,500$ 3 1 LS 75,000$ 75,000$ 553,500$ 20%110,700$ 664,200$ 12%79,800$ 744,000$ 744,000$ Construction Project Number:Phase: Project Name:Prestonwood 12-inch Interceptor & Lift Station Decommissioning Opinion of Probable Construction Cost DESCRIPTION 12" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map A 12-inch interceptor in Basin 7 conveying flow from the Prestonwood Baptist Church Lift Station to the 24-inch interceptor under design. This project will also decommission the existing lift station at the Prestonwood Baptist Church. Project Drivers: This project will replace the existing Prestonwood Baptist Church Lift Station and helps maximize flow to the UTRWD Doe Branch WWTP in accordance the 2014 Wastewater Service Study by FNI. SUBTOTAL: CONTINGENCY Decommission Lift Station Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-4 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 5 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,600 LF 180$ 648,000$ 2 1,200 LF 140$ 168,000$ 3 3,200 LF 120$ 384,000$ 4 25 EA 7,500$ 187,500$ 1,387,500$ 20%277,500$ 1,665,000$ 12%199,800$ 1,864,800$ 1,864,800$ Construction Project Number:Phase: Project Name:University Drive 12/15-inch Interceptor Opinion of Probable Construction Cost DESCRIPTION 15" Pipe 8- 16 feet deep 12" Pipe 8- 16 feet deep Project Description:Vicinity Map A 12/15-inch interceptor in Basin 8 north of University Drive & west of Teel Parkway. Project Drivers: This project will serve projected residential & non-residential growth in this area, conveying flow to UTRWD. SUBTOTAL: CONTINGENCY 12" Pipe < 8 feet deep 48" Diameter Manhole Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-5 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 6 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1,700 LF 100$ 170,000$ 2 500 LF 120$ 60,000$ 3 6 EA 7,500$ 45,000$ 275,000$ 20%55,000$ 330,000$ 12%39,600$ 369,600$ 369,600$ Construction Project Number:Phase: Project Name:First Street 10-inch Trunk Line to Existing 21-inch Interceptor Opinion of Probable Construction Cost DESCRIPTION 10" Pipe < 8 feet deep 10" Pipe 8- 16 feet deep Project Description:Vicinity Map A 10-inch interceptor in Basin 4 originating south of East First Street & conveying flow to the 21-inch interceptor to the north. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. SUBTOTAL: CONTINGENCY 48" Diameter Manhole Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-6 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 7 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 9,600 LF 100$ 960,000$ 2 30 EA 7,500$ 225,000$ 1,185,000$ 20%237,000$ 1,422,000$ 12%170,700$ 1,592,700$ 1,592,700$ Construction Project Number:Phase: Project Name:Future Town Center 10-inch Trunk Lines Opinion of Probable Construction Cost DESCRIPTION 10" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map Two 10-inch interceptors in Basin 8, both originating in the Future Town Center area & connecting to the 15/18-inch interceptor currently under design. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-7 Item 9 8 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 400 LF 120$ 48,000$ 2 1,800 LF 100$ 180,000$ 3 6 EA 7,500$ 45,000$ 273,000$ 20%54,600$ 327,600$ 12%39,400$ 367,000$ 367,000$ Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 A 10-inch interceptor in Basin 4, south of Rutherford Branch Creek. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:South Rutherford Branch Creek 10-inch Trunk Line Project Description:Vicinity Map DESCRIPTION 10" Pipe 8- 16 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY E-8 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:9 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,600 LF 100$ 660,000$ 2 23 EA 7,500$ 172,500$ 832,500$ 20%166,500$ 999,000$ 12%119,900$ 1,118,900$ 1,118,900$ Construction Project Number:Phase: Project Name:Legacy Drive 10-inch Trunk Lines 10" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map Two 10-inch interceptors in Basin 8, one orignating north of Fishtrap Road near Legacy Drive & the other originating south of Fishtrap Road near Legacy Drive, both connecting to the 36-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-9 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:10 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 100$ 580,000$ 2 20 EA 7,500$ 150,000$ 730,000$ 20%146,000$ 876,000$ 12%105,200$ 981,200$ 981,200$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:New 10-inch Trunk Lines to Under-Design 12/18/21/24/27/30-inch Interceptor Project Description:Vicinity Map Two 10-inch interceptors in Basin 8, one orignating north of West First Street & the other originating south of West First Street , both connecting to the 30-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-10 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:11 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 8,100 LF 320$ 2,592,000$ 2 18 EA 10,000$ 180,000$ 2,772,000$ 20%554,400$ 3,326,400$ 12%399,200$ 3,725,600$ 3,725,600$ Construction Project Number:Phase: 27" Pipe 8- 16 feet deep 60" Diameter Manhole Project Name:Doe Branch Creek 27-inch Interceptor Project Description:Vicinity Map A 27-inch interceptor along Doe Branch Creek in Basin 7 north of Fishtrap Road and west of Teel Parkway. Project Drivers: This project is the first section of the primary interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-11 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:12 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 900 LF 320$ 288,000$ 2 5,000 LF 290$ 1,450,000$ 3 1,800 LF 260$ 468,000$ 4 900 LF 280$ 252,000$ 5 1,500 LF 260$ 390,000$ 6 18 EA 10,000$ 180,000$ 3,028,000$ 20%605,600$ 3,633,600$ 12%436,100$ 4,069,700$ 4,069,700$ Construction Project Number:Phase: 24" Pipe > 16 feet deep 24" Pipe 8- 16 feet deep Project Name:Doe Branch Creek 21/24-inch Interceptor Project Description:Vicinity Map A 21/24-inch interceptor along Doe Branch Creek in Basin 7, north of Prosper Road & west of Legacy Drive. Project Drivers: This project is the second section of the primary interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. 24" Pipe < 8 feet deep 21" Pipe > 16 feet deep 21" Pipe 8- 16 feet deep 60" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-12 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:13 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,100 LF 220$ 1,562,000$ 2 3,000 LF 200$ 600,000$ 3 21 EA 10,000$ 210,000$ 4 1 LS 150,000$ 150,000$ 2,522,000$ 20%504,400$ 3,026,400$ 12%363,200$ 3,389,600$ 3,389,600$ Construction Project Number:Phase: 18" Pipe 8- 16 feet deep 18" Pipe < 8 feet deep Project Name:Lakes of Prosper 18-inch Interceptor & Lift Station Decommissioning Project Description:Vicinity Map An 18-inch interceptor originating at the existing Lakes of Prosper Lift Station, & connecting to the 21-inch interceptor described in Project 12. Project Drivers: This project is the third section of the primary interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. This project will also decommission the existing Lakes of Prosper lift station. 60" Diameter Manhole Decommission Lift Station Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-13 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:14 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,600 LF 160$ 576,000$ 2 3,400 LF 140$ 476,000$ 3 2,100 LF 120$ 252,000$ 4 1,800 LF 100$ 180,000$ 5 30 EA 7,500$ 225,000$ 1,709,000$ 20%341,800$ 2,050,800$ 12%246,100$ 2,296,900$ 2,296,900$ Construction Project Number:Phase: 15" Pipe < 8 feet deep 12" Pipe 8- 16 feet deep Project Name:Prosper Road 10/12/15-inch Interceptor & 10-inch Trunk Line Project Description:Vicinity Map A 10/12/15-inch interceptor south of Prosper Road and east of Teel Parkway, and a 10-inch trunk line connecting to it. Project Drivers: This project is the second interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. 10" Pipe 8- 16 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-14 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:15 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,700 LF 100$ 370,000$ 2 9 EA 7,500$ 67,500$ 437,500$ 20%87,500$ 525,000$ 12%63,000$ 588,000$ 588,000$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Prosper Trail 10-inch Trunk Line Project Description:Vicinity Map A 10-inch Interceptor originating south of Prosper Trail & west of Dallas Parkway, connecting to the 18-inch interceptor described in Project 13. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-15 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:16 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1,200 LF 120$ 144,000$ 2 3,400 LF 100$ 340,000$ 3 12 EA 7,500$ 90,000$ 574,000$ 20%114,800$ 688,800$ 12%82,700$ 771,500$ 771,500$ Construction Project Number:Phase: 12" Pipe < 8 feet deep 10" Pipe < 8 feet deep Project Name:Legacy Drive 10/12--inch Trunk Line Project Description:Vicinity Map A 10/12-inch trunk line originating north of Prosper Trail & east of Legacy Drive, connecting to the 21-inch interceptor described in Project 12. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. 48" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-16 Item 9 17 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,600 LF 120$ 432,000$ 2 2,300 LF 100$ 230,000$ 3 16 EA 7,500$ 120,000$ 782,000$ 20%156,400$ 938,400$ 12%112,700$ 1,051,100$ 1,051,100$ Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 A 10/12-inch interceptor in Sub Basin 3 originating near the BNSF railway & conveying flow to the 18-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:University Drive & Dallas Parkway 10/12-inch Interceptor Project Description:Vicinity Map DESCRIPTION 12" Pipe < 8 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY E-17 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:18 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,100 LF 100$ 410,000$ 2 10 EA 7,500$ 75,000$ 485,000$ 20%97,000$ 582,000$ 12%69,900$ 651,900$ 651,900$ Construction Project Number:Phase: Project Name:Glenbrooke 10-inch Interceptor 10" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map A 10-inch interceptor north of the Glenbrooke subdivision conveying flow to UTRWD. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-18 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:19 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,000 LF 120$ 240,000$ 2 2,700 LF 100$ 270,000$ 3 11 EA 7,500$ 82,500$ 4 200 LF 350$ 70,000$ 662,500$ 20%132,500$ 795,000$ 12%95,400$ 890,400$ 890,400$ Construction Project Number:Phase: 12" Pipe < 8 feet deep 10" Pipe < 8 feet deep Project Name:Noles Road 10/12-inch Interceptor Project Description:Vicinity Map A 10/12-inch interceptor west of Noles Road conveying flow to UTRWD. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. 48" Diameter Manhole 20" Boring and Casing Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-19 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:20 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,200 LF 100$ 420,000$ 2 10 EA 7,500$ 75,000$ 495,000$ 20%99,000$ 594,000$ 12%71,300$ 665,300$ 665,300$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:FM 1385 10-inch Interceptor Project Description:Vicinity Map A 10-inch Interceptor originating south of Parvin Road & east of FM 1385, connecting to the UTRWD Doe Branch Interceptor. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-20 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:21 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,800 LF 100$ 380,000$ 2 9 EA 7,500$ 67,500$ 447,500$ 20%89,500$ 537,000$ 12%64,500$ 601,500$ 601,500$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Parvin Road 10-inch Interceptor Project Description:Vicinity Map A 10-inch Interceptor originating near Parvin Road east of FM 1385, connecting to the UTRWD Doe Branch Interceptor. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-21 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:22 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,100 LF 100$ 410,000$ 2 10 EA 7,500$ 75,000$ 485,000$ 20%97,000$ 582,000$ 12%69,900$ 651,900$ 651,900$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Private Road 10-inch Interceptor Project Description:Vicinity Map A 10-inch Interceptor originating near Parvin Road & connecting to the UTRWD Doe Branch Interceptor. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-22 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:23 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 600 LF 200$ 120,000$ 2 600 LF 180$ 108,000$ 3 1,200 LF 160$ 192,000$ 4 2,200 LF 160$ 352,000$ 5 800 LF 140$ 112,000$ 6 1,200 LF 120$ 144,000$ 7 9,900 LF 100$ 990,000$ 8 30 EA 7,500$ 225,000$ 9 2,800 LF 80$ 224,000$ 2,467,000$ 20%493,400$ 2,960,400$ 12%355,300$ 3,315,700$ 3,315,700$ Construction Project Number:Phase: 15" Pipe > 16 feet deep 15" Pipe 8- 16 feet deep Project Name:Wilson Creek 10/12/15-inch Interceptor & 10" Trunk Lines; 10" Interceptors Project Description:Vicinity Map A 10/12/15-inch interceptor in the north eastern part of Basin 3 along with three 10-inch trunk lines connecting to it. This project also includes a separate 10-inch trunk line in other parts in the north western area of Basin 3. Project Drivers: This project will facilitate the conversion of existing septic systems to city wastewater service. 15" Pipe < 8 feet deep 12" Pipe > 16 feet deep 10" Pipe > 16 feet deep 10" Pipe 8- 16 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: Pavement Repair SUBTOTAL: CONTINGENCY SUBTOTAL: E-23 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:24 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,000 LF 100$ 600,000$ 2 19 EA 7,500$ 142,500$ 742,500$ 20%148,500$ 891,000$ 12%107,000$ 998,000$ 998,000$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Sub Basin 4 10-inch Interceptors Project Description:Vicinity Map Two 10-inch interceptors in Basin 4. Project Drivers: This project will facilitate the conversion of existing septic systems to city wastewater service. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-24 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix F Roadway Project Cost Estimates Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n 28-Dec-08 Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n Ro a d w a y P r o j e c t C o s t s Total Project Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a En g i n e e r i n g R O W C o n s t r u c t i o n Cost 52 8 0 1/ X 1- A FM 1 3 8 5 US 3 8 0 Ge e R d Ne w 0. 9 4 50 % $1 0 1 , 7 7 0 $0 $5 0 8 , 8 5 0 $610,620 1/ X 1- B FM 1 3 8 5 Ge e R d Pa r v i n R d Ne w 1. 3 9 50 % $1 5 0 , 0 5 8 $8 8 , 2 0 0 $7 5 0 , 2 9 0 $988,548 1 1- C a Ge e R d US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 6 10 0 % $1 6 0 , 0 0 0 $0 $ 2 , 1 2 0 , 0 0 0 $2,280,000 1 1- C b Ge e R d US 3 8 0 Fi s h T r a p R d Ne w 0. 7 6 10 0 % $6 5 2 , 0 4 0 $0 $ 3 , 2 6 0 , 2 0 0 $3,912,240 1 1- C c Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % $0 $0 $ 2 , 3 1 7 , 0 0 0 $2,317,000 1 1- C d Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % $6 9 5 , 2 6 0 $0 $ 3 , 4 7 6 , 3 0 0 $4,171,560 1 1- D a Te e l P k w y US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 3 10 0 % $1 0 6 , 0 0 0 $0 $ 1 , 2 1 2 , 0 0 0 $1,318,000 1 1- D b Te e l P k w y US 3 8 0 Fi s h T r a p R d Ne w 0. 7 3 10 0 % $5 5 6 , 3 4 0 $ 2 2 6 , 8 0 0 $ 2 , 7 8 1 , 7 0 0 $3,564,840 1/ X 1- E a Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l R e c o u p 0. 7 5 50 % $0 $0 $ 1 , 3 0 0 , 0 0 0 $1,300,000 1/ X 1- E b Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l N e w 0. 7 5 50 % $4 1 6 , 6 2 0 $0 $ 2 , 0 8 3 , 1 0 0 $2,499,720 1/ X 1- E c Te e l P k w y 26 8 0 ' S o f P r o s p e r T r l 1 7 0 5 ' S o f P r o s p e r T r l N e w 0. 1 8 50 % $1 0 0 , 8 8 0 $5 8 , 5 0 0 $5 0 4 , 4 0 0 $663,780 1 1- F Te e l P k w y 17 0 5 ' S o f P r o s p e r T r l P r o s p e r T r l Ne w 0. 3 2 10 0 % $3 5 0 , 1 2 0 $ 2 0 4 , 6 0 0 $ 1 , 7 5 0 , 6 0 0 $2,305,320 1 1- G Te e l P k w y Pr o s p e r T r l Pa r v i n R d Ne w 0. 5 4 10 0 % $6 4 1 , 7 6 0 $ 6 8 2 , 8 0 0 $ 3 , 2 0 8 , 8 0 0 $4,533,360 1 1- H a Le g a c y D r US 3 8 0 Pr a i r i e D r Re c o u p 0. 3 9 10 0 % $0 $0 $9 6 9 , 0 0 0 $969,000 1 1- H b Le g a c y D r US 3 8 0 Pr a i r i e D r Ne w 0. 3 9 10 0 % $3 3 6 , 9 8 0 $0 $ 1 , 6 8 4 , 9 0 0 $2,021,880 1 1- H c Le g a c y D r Pr a i r i e D r Fi s h T r a p R d Ne w 0. 6 0 10 0 % $7 0 2 , 5 4 0 $ 7 5 6 , 0 0 0 $ 3 , 5 1 2 , 7 0 0 $4,971,240 1 1- I Le g a c y D r Fi s h T r a p R d Ex . P a r v i n R d Ne w 1. 6 8 10 0 % $ 1 , 8 0 9 , 0 8 0 $ 1 , 0 6 3 , 8 0 0 $ 9 , 0 4 5 , 4 0 0 $ 1 1 , 9 1 8 , 2 8 0 1/ X 1- J Le g a c y D r Ex . P a r v i n R d Fr o n t i e r P k w y Ne w 0. 4 6 50 % $2 5 0 , 6 1 0 $ 1 4 7 , 3 0 0 $ 1 , 2 5 3 , 0 5 0 $1,650,960 1 1- K DN T E C o l l e c t o r US 3 8 0 13 2 0 ' S o f F i s h T r a p R d N e w 0. 7 7 10 0 % $3 9 2 , 8 8 0 $ 4 8 4 , 8 0 0 $ 1 , 9 6 4 , 4 0 0 $2,842,080 1 1- L DN T E C o l l e c t o r 13 2 0 ' S o f F i s h T r a p R d F i s h T r a p R d Ne w 0. 2 5 10 0 % $1 2 9 , 5 4 0 $ 1 0 5 , 6 0 0 $6 4 7 , 7 0 0 $882,840 1 1- M a Co o k L n Fi s h T r a p R d 13 2 0 ' S o f P r o s p e r T r l N e w 0. 7 5 10 0 % $0 $0 $ 1 , 5 5 0 , 0 0 0 $1,550,000 1 1- M b DN T E C o l l e c t o r Pr o s p e r T r l Fr o n t i e r P k w y Ne w 1. 0 0 10 0 % $5 1 2 , 0 4 0 $ 6 3 6 , 0 0 0 $ 2 , 5 6 0 , 2 0 0 $3,708,240 1/ X 1- N Pa r v i n R d FM 1 3 8 5 36 8 0 ' E o f T e e l P k w y N e w 2. 4 4 50 % $6 7 1 , 9 4 0 $ 3 8 6 , 2 5 0 $ 3 , 3 5 9 , 7 0 0 $4,417,890 1/ X 1- O Fr o n t i e r P k w y / F M 1 4 6 1 L e g a c y D r DN T Ne w 1. 0 8 50 % $3 0 6 , 7 3 0 $ 1 7 1 , 3 0 0 $ 1 , 5 3 3 , 6 5 0 $2,011,680 1/ X 1- P Fr o n t i e r P k w y / F M 1 4 6 1 D N T BN S F R R Ne w 1. 0 9 50 % $0 $0 $ 1 , 8 3 3 , 0 0 0 $1,833,000 1 1- Q Pr o s p e r T r l T e e l P k w y 36 6 0 ' E o f T e e l P k w y N e w 0. 6 9 10 0 % $5 8 0 , 6 6 0 $ 2 1 9 , 6 0 0 $ 2 , 9 0 3 , 3 0 0 $3,703,560 1 1- R E- W C o l l e c t o r DN T DN T E C o l l e c t o r Ne w 0. 4 8 10 0 % $0 $0 $8 0 0 , 0 0 0 $800,000 1/ X 1- S Pr o s p e r T r l 2 1 1 0 ' W o f L e g a c y D r 1 6 0 0 ' W o f L e g a c y D r N e w 0. 1 0 50 % $4 1 , 8 4 0 $3 0 , 6 0 0 $2 0 9 , 2 0 0 $281,640 1 1- T Pr o s p e r T r l 1 6 0 0 ' W o f L e g a c y D r D N T Ne w 1. 3 9 10 0 % $ 1 , 1 6 9 , 0 0 0 $ 8 8 3 , 8 0 0 $ 5 , 8 4 5 , 0 0 0 $7,897,800 1 1- U Pr o s p e r T r l D N T BN S F R R Re c o u p 0. 8 4 10 0 % $0 $0 $ 1 , 1 4 8 , 7 5 2 $1,148,752 1 1- V a Fi s h T r a p R d Ge e R d Te e l P k w y Ne w 1. 2 2 10 0 % $7 8 0 , 5 4 0 $ 3 2 1 , 0 0 0 $ 3 , 9 0 2 , 7 0 0 $5,004,240 1 1- V b Fi s h T r a p R d Ge e R d Te e l P k w y Re c o u p 1. 2 2 10 0 % $1 4 0 , 0 0 0 $0 $ 2 , 7 2 6 , 0 0 0 $2,866,000 1/ X 1- W Fi s h T r a p R d Te e l P k w y 25 3 0 ' E o f T e e l P k w y N e w 0. 4 8 50 % $1 3 1 , 0 4 0 $6 3 , 2 5 0 $6 5 5 , 2 0 0 $849,490 1 1- X a Fi s h T r a p R d 25 3 0 ' E o f T e e l P k w y D N T Ne w 1. 9 9 10 0 % $ 1 , 7 8 9 , 7 0 0 $ 8 4 0 , 0 0 0 $ 8 , 9 4 8 , 5 0 0 $ 1 1 , 5 7 8 , 2 0 0 1 1- X b Fi r s t S t DN T BN S F R R Ne w 0. 6 5 10 0 % $3 3 9 , 8 4 0 $0 $ 4 , 8 9 6 , 0 0 0 $5,235,840 1 1- Y a Pr a i r i e D r T e e l P k w y W i n d i n g O a k Ne w 0. 8 4 10 0 % $7 0 7 , 2 8 0 $ 8 0 1 , 0 0 0 $ 3 , 5 3 6 , 4 0 0 $5,044,680 1 1- Y b Pr a i r i e D r W i n d i n g O a k Le g a c y D r Re c o u p 0. 2 6 10 0 % $0 $0 $6 4 6 , 0 0 0 $646,000 1 1- Y c Pr a i r i e D r W i n d i n g O a k Le g a c y D r Ne w 0. 2 6 10 0 % $1 2 6 , 4 2 0 $ 1 2 1 , 0 5 0 $6 3 2 , 1 0 0 $879,570 1 1- Y d Pr a i r i e D r L e g a c y D r Fi s h T r a p R d Ne w 1. 6 1 10 0 % $ 1 , 3 4 5 , 5 6 0 $ 1 , 5 3 0 , 0 0 0 $ 6 , 7 2 7 , 8 0 0 $9,603,360 1 1- Z Sh a w n e e T r l Fi s h T r a p R d Pa r v i n R d Ne w 2. 0 5 10 0 % $ 1 , 7 8 1 , 5 0 0 $ 1 , 9 5 3 , 0 0 0 $ 8 , 9 0 7 , 5 0 0 $ 1 2 , 6 4 2 , 0 0 0 1 1- A A Lo v e r s L n US 3 8 0 BN S F R R Ne w 1. 8 4 10 0 % $ 1 , 5 4 3 , 8 8 0 $ 1 , 7 5 0 , 5 0 0 $ 7 , 7 1 9 , 4 0 0 $ 1 1 , 0 1 3 , 7 8 0 1 1- B B DN T F r o n t a g e R d US 3 8 0 Fr o n t i e r P k w y Ne w 3. 0 0 10 0 % $0 $0 $ 9 , 5 5 0 , 0 0 0 $9,550,000 1 I- 1 Si g n a l I n s t a l l a t i o n DN T Fr o n t i e r P k w y Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 1 I- 2 Si g n a l I n s t a l l a t i o n DN T Pr o s p e r T r l Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 1 I- 3 Si g n a l I n s t a l l a t i o n DN T Fi r s t S t Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 Su b - t o t a l S A 1 39 . 1 3 $1 9 , 5 2 0 , 4 4 8 $ 1 3 , 5 2 5 , 7 5 0 $ 1 2 5 , 4 6 5 , 7 9 2 $ 1 5 8 , 5 1 1 , 9 9 0 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 1-A Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 50 STA 2,000.00$ 100,000$ 2 Unclassified Street Excavation 20,500 CY 10.00$ 205,000$ 3 8" Concrete Pavement w/6" Curb 41,000 SY 44.00$ 1,804,000$ 4 6" Lime Stabilized Subgrade 43,300 SY 2.00$ 86,600$ 5 Lime for Stabilization (27lbs/SY) 590 TON 150.00$ 88,500$ 6 Concrete Driveway Approach 5 EA 2,500.00$ 12,500$ 7 4" Concrete Sidewalk and Ramps 4,440 SY 50.00$ 222,000$ 8 Block Sodding and Topsoil 21,100 SY 5.00$ 105,500$ Paving Estimate Subtotal:2,624,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%52,500$ 10 5%131,300$ 11 3%78,800$ 12 20%524,900$ Other Components Estimate Subtotal:787,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 424,800.00$ 424,800$ 14 Illumination 377,600.00$ 377,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:802,400$ I, II, & III Construction Subtotal:4,214,000$ Mobilization 5%210,700$ Contingency 15%663,800$ Construction Cost Estimate Total:5,088,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,017,700$ Engineering/Survey/Testing 20%203,540$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,221,240$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. It is anticipated that the Town of Proper will contribute 20% of the total cost. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1385 US 380 to Gee Rd. (Existing Fish Trap Rd.) 6-Lane Divided 4,985 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-B Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 74 STA 2,000.00$ 148,000$ 2 Unclassified Street Excavation 30,300 CY 10.00$ 303,000$ 3 8" Concrete Pavement w/6" Curb 60,500 SY 44.00$ 2,662,000$ 4 6" Lime Stabilized Subgrade 63,700 SY 2.00$ 127,400$ 5 Lime for Stabilization (27lbs/SY) 860 TON 150.00$ 129,000$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 6,540 SY 50.00$ 327,000$ 8 Block Sodding and Topsoil 31,100 SY 5.00$ 155,500$ Paving Estimate Subtotal:3,869,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%77,400$ 10 5%193,500$ 11 3%116,100$ 12 20%773,900$ Other Components Estimate Subtotal:1,160,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 626,400.00$ 626,400$ 14 Illumination 556,800.00$ 556,800$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,183,200$ I, II, & III Construction Subtotal:6,213,500$ Mobilization 5%310,700$ Contingency 15%978,700$ Construction Cost Estimate Total:7,502,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,500,580$ Engineering/Survey/Testing 20%300,116$ Right-of-Way Acquisition 2.00$ 882,000$ 176,400$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,977,096$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. It is anticipated that the Town of Prosper will contribute 20% of the total cost. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1385 Gee Rd. to Parvin Rd. 6-Lane Divided 7,350 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Cb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 40 STA 2,000.00$ 80,000$ 2 Unclassified Street Excavation 10,900 CY 10.00$ 109,000$ 3 8" Concrete Pavement w/6" Curb 21,800 SY 44.00$ 959,200$ 4 6" Lime Stabilized Subgrade 23,600 SY 2.00$ 47,200$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 8 EA 2,500.00$ 20,000$ 7 4" Concrete Sidewalk and Ramps 3,560 SY 50.00$ 178,000$ 8 Block Sodding and Topsoil 28,000 SY 5.00$ 140,000$ Paving Estimate Subtotal:1,581,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,700$ 10 5%79,100$ 11 3%47,500$ 14 20%316,300$ Other Components Estimate Subtotal:474,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 340,900.00$ 340,900$ 14 Illumination 303,000.00$ 303,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:643,900$ I, II, & III Construction Subtotal:2,699,900$ Mobilization 5%135,000$ Contingency 15%425,300$ Construction Cost Estimate Total:3,260,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,260,200$ Engineering/Survey/Testing 20%652,040$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:3,912,240$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 49 Widening of two-lane facility to four-lane divided ultimate section Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Gee Rd. US 380 to Fishtrap Rd. 4-Lane Divided 4,000 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Cc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,317,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 2,317,000$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Gee Rd. Fishtrap Rd. to FM 1385 6-Lane Divided 3,850 120 Raised 50 See note below Note: Construction of 2-lanes of Gee Road from Fishtrap Rd to FM 1385. This portion of Gee Road is estimated at $6,317,000 including two bridges with a $4,000,000 contribution from RTR funds leaving a Town contribution of $2,317,000. Town Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Cd Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 39 STA 2,000.00$ 78,000$ 2 Unclassified Street Excavation 10,700 CY 10.00$ 107,000$ 3 8" Concrete Pavement w/6" Curb 21,400 SY 44.00$ 941,600$ 4 6" Lime Stabilized Subgrade 23,100 SY 2.00$ 46,200$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 8 EA 2,500.00$ 20,000$ 7 4" Concrete Sidewalk and Ramps 3,430 SY 50.00$ 171,500$ 8 Block Sodding and Topsoil 26,600 SY 5.00$ 133,000$ Paving Estimate Subtotal:1,545,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,000$ 10 5%77,300$ 11 3%46,400$ 12 20%309,100$ Other Components Estimate Subtotal:463,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 328,100.00$ 328,100$ 14 Illumination 291,600.00$ 291,600$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:869,700$ I, II, & III Construction Subtotal:2,878,800$ Mobilization 5%144,000$ Contingency 15%453,500$ Construction Cost Estimate Total:3,476,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,476,300$ Engineering/Survey/Testing 20%695,260$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:4,171,560$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Gee Rd. Fishtrap Rd. to FM 1385 6-Lane Divided 3,850 120 Raised 50 Widening of two-lane facility to six-lane divided ultimate section Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None Cost per sq. ft.: None 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Db Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 38 STA 2,000.00$ 76,000$ 2 Unclassified Street Excavation 10,500 CY 10.00$ 105,000$ 3 8" Concrete Pavement w/6" Curb 21,000 SY 44.00$ 924,000$ 4 6" Lime Stabilized Subgrade 22,700 SY 2.00$ 45,400$ 5 Lime for Stabilization (27lbs/SY) 310 TON 150.00$ 46,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 1,680 SY 50.00$ 84,000$ 8 Block Sodding and Topsoil 2,600 SY 5.00$ 13,000$ Paving Estimate Subtotal:1,303,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%26,100$ 10 5%65,200$ 11 3%39,200$ 12 20%260,800$ Other Components Estimate Subtotal:391,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 322,100.00$ 322,100$ 14 Illumination 286,300.00$ 286,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:608,400$ I, II, & III Construction Subtotal:2,303,600$ Mobilization 5%115,200$ Contingency 15%362,900$ Construction Cost Estimate Total:2,781,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,781,700$ Engineering/Survey/Testing 20%556,340$ Right-of-Way Acquisition 2.00$ 226,800$ 226,800$ Impact Fee Project Cost Estimate Total:3,564,840$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 50 Widening of an existing two-lane concrete facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. US 380 to Fish Trap Rd 4-Lane Divided 3,780 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Eb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 50 STA 2,000.00$ 100,000$ 2 Unclassified Street Excavation 13,600 CY 10.00$ 136,000$ 3 8" Concrete Pavement w/6" Curb 27,200 SY 44.00$ 1,196,800$ 4 6" Lime Stabilized Subgrade 29,400 SY 2.00$ 58,800$ 5 Lime for Stabilization (27lbs/SY) 400 TON 150.00$ 60,000$ 6 Concrete Driveway Approach 5 EA 2,500.00$ 12,500$ 7 4" Concrete Sidewalk and Ramps 4,430 SY 50.00$ 221,500$ 8 Block Sodding and Topsoil 34,900 SY 5.00$ 174,500$ Paving Estimate Subtotal:1,960,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%39,300$ 10 5%98,100$ 11 3%58,900$ 12 20%392,100$ Other Components Estimate Subtotal:588,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 424,400.00$ 424,400$ 14 Illumination 377,200.00$ 377,200$ 15 Drainage Structures -$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:901,600$ I, II, & III Construction Subtotal:3,450,100$ Mobilization 5%172,600$ Contingency 15%543,500$ Construction Cost Estimate Total:4,166,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,166,200$ Engineering/Survey/Testing 20%833,240$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:4,999,440$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 49 Widening of two-lane facility to four-lane divided ultimate section. The boundary between Prosper and Artesia is on the centerline of Teel Pkwy Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. Fish Trap Rd. to 2,680'S. of Prosper Trl. 4-Lane Divided 4,980 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Ec Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 10 STA 2,000.00$ 20,000$ 2 Unclassified Street Excavation 4,100 CY 10.00$ 41,000$ 3 8" Concrete Pavement w/6" Curb 8,100 SY 44.00$ 356,400$ 4 6" Lime Stabilized Subgrade 8,500 SY 2.00$ 17,000$ 5 Lime for Stabilization (27lbs/SY) 120 TON 150.00$ 18,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 870 SY 50.00$ 43,500$ 8 Block Sodding and Topsoil 4,200 SY 5.00$ 21,000$ Paving Estimate Subtotal:521,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%10,500$ 10 5%26,100$ 11 3%15,700$ 12 20%104,400$ Other Components Estimate Subtotal:156,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 83,000.00$ 83,000$ 14 Illumination 73,800.00$ 73,800$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:156,800$ I, II, & III Construction Subtotal:835,400$ Mobilization 5%41,800$ Contingency 15%131,600$ Construction Cost Estimate Total:1,008,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,008,800$ Engineering/Survey/Testing 20%201,760$ Right-of-Way Acquisition 2.00$ 117,000$ 117,000$ Impact Fee Project Cost Estimate Total:1,327,560$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. 2,680'S. of Prosper Trl. to 1,705'S. of Prosper Trl. 6-Lane Divided 975 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. The boundary between Prosper and Artesia is on the centerline of Teel Pkwy. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-F Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 18 STA 2,000.00$ 36,000$ 2 Unclassified Street Excavation 7,100 CY 10.00$ 71,000$ 3 8" Concrete Pavement w/6" Curb 14,100 SY 44.00$ 620,400$ 4 6" Lime Stabilized Subgrade 14,800 SY 2.00$ 29,600$ 5 Lime for Stabilization (27lbs/SY) 200 TON 150.00$ 30,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,520 SY 50.00$ 76,000$ 8 Block Sodding and Topsoil 7,200 SY 5.00$ 36,000$ Paving Estimate Subtotal:904,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%18,100$ 10 5%45,200$ 11 3%27,200$ 12 20%180,800$ Other Components Estimate Subtotal:271,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 145,300.00$ 145,300$ 14 Illumination 129,100.00$ 129,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:274,400$ I, II, & III Construction Subtotal:1,449,700$ Mobilization 5%72,500$ Contingency 15%228,400$ Construction Cost Estimate Total:1,750,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,750,600$ Engineering/Survey/Testing 20%350,120$ Right-of-Way Acquisition 2.00$ 204,600$ 204,600$ Impact Fee Project Cost Estimate Total:2,305,320$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. 1,705 S. of Prosper Trl. to Prosper Trl. 6-Lane Divided 1,705 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-G Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 29 STA 2,000.00$ 58,000$ 2 Unclassified Street Excavation 11,700 CY 10.00$ 117,000$ 3 8" Concrete Pavement w/6" Curb 23,400 SY 44.00$ 1,029,600$ 4 6" Lime Stabilized Subgrade 24,700 SY 2.00$ 49,400$ 5 Lime for Stabilization (27lbs/SY) 340 TON 150.00$ 51,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 2,530 SY 50.00$ 126,500$ 8 Block Sodding and Topsoil 12,100 SY 5.00$ 60,500$ Paving Estimate Subtotal:1,499,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%30,000$ 10 5%75,000$ 11 3%45,000$ 12 20%299,900$ Other Components Estimate Subtotal:449,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 242,400.00$ 242,400$ 14 Illumination 215,500.00$ 215,500$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:707,900$ I, II, & III Construction Subtotal:2,657,300$ Mobilization 5%132,900$ Contingency 15%418,600$ Construction Cost Estimate Total:3,208,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,208,800$ Engineering/Survey/Testing 20%641,760$ Right-of-Way Acquisition 2.00$ 682,800$ 682,800$ Impact Fee Project Cost Estimate Total:4,533,360$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 This project consists of the construction of a new six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. Prosper Tr. To Parvin Rd. 6-Lane Divided 2,845 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Ha Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -969,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 969,000$ Note: Construction of 2-lanes of Legacy Dr from US 380 to Prairie and 2-lanes of Prairie from Legacy to Winding Oak built by the developer with the Town reimbursing the developer for a total cost of $1,615,000. This portion of Legacy consists of 60% of the project cost at $969,000. Town Contribution Cost per sq. ft.: 120 Raised 25 See note below Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. US 380 to Prairie 4-Lane Divided 2,060 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Hb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 21 STA 2,000.00$ 42,000$ 2 Unclassified Street Excavation 5,700 CY 10.00$ 57,000$ 3 8" Concrete Pavement w/6" Curb 11,300 SY 44.00$ 497,200$ 4 6" Lime Stabilized Subgrade 12,200 SY 2.00$ 24,400$ 5 Lime for Stabilization (27lbs/SY) 170 TON 150.00$ 25,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,840 SY 50.00$ 92,000$ 8 Block Sodding and Topsoil 14,500 SY 5.00$ 72,500$ Paving Estimate Subtotal:818,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%16,400$ 10 5%41,000$ 11 3%24,600$ 12 20%163,700$ Other Components Estimate Subtotal:245,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 175,500.00$ 175,500$ 14 Illumination 156,000.00$ 156,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:331,500$ I, II, & III Construction Subtotal:1,395,300$ Mobilization 5%69,800$ Contingency 15%219,800$ Construction Cost Estimate Total:1,684,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,684,900$ Engineering/Survey/Testing 20%336,980$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,021,880$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 49 Widening of two-lane facility to four-lane divided ultimate section. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. US 380 to Prairie 4-Lane Divided 2,060 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Hc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 32 STA 2,000.00$ 64,000$ 2 Unclassified Street Excavation 13,000 CY 10.00$ 130,000$ 3 8" Concrete Pavement w/6" Curb 25,900 SY 44.00$ 1,139,600$ 4 6" Lime Stabilized Subgrade 27,300 SY 2.00$ 54,600$ 5 Lime for Stabilization (27lbs/SY) 370 TON 150.00$ 55,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 2,800 SY 50.00$ 140,000$ 8 Block Sodding and Topsoil 13,300 SY 5.00$ 66,500$ Paving Estimate Subtotal:1,655,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%33,200$ 10 5%82,800$ 11 3%49,700$ 12 20%331,100$ Other Components Estimate Subtotal:496,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 268,400.00$ 268,400$ 14 Illumination 238,600.00$ 238,600$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:757,000$ I, II, & III Construction Subtotal:2,909,000$ Mobilization 5%145,500$ Contingency 15%458,200$ Construction Cost Estimate Total:3,512,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,512,700$ Engineering/Survey/Testing 20%702,540$ Right-of-Way Acquisition 2.00$ 756,000$ 756,000$ Impact Fee Project Cost Estimate Total:4,971,240$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. Prairie to Fish Trap Rd. 6-Lane Divided 3,150 120 Raised 74 Consists of the construction of a new six-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-I Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 89 STA 2,000.00$ 178,000$ 2 Unclassified Street Excavation 36,500 CY 10.00$ 365,000$ 3 8" Concrete Pavement w/6" Curb 72,900 SY 44.00$ 3,207,600$ 4 6" Lime Stabilized Subgrade 76,900 SY 2.00$ 153,800$ 5 Lime for Stabilization (27lbs/SY) 1,040 TON 150.00$ 156,000$ 6 Concrete Driveway Approach 9 EA 2,500.00$ 22,500$ 7 4" Concrete Sidewalk and Ramps 7,880 SY 50.00$ 394,000$ 8 Block Sodding and Topsoil 37,500 SY 5.00$ 187,500$ Paving Estimate Subtotal:4,664,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%93,300$ 10 5%233,300$ 11 3%140,000$ 12 20%932,900$ Other Components Estimate Subtotal:1,399,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 755,500.00$ 755,500$ 14 Illumination 671,500.00$ 671,500$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,427,000$ I, II, & III Construction Subtotal:7,490,900$ Mobilization 5%374,600$ Contingency 15%1,179,900$ Construction Cost Estimate Total:9,045,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -9,045,400$ Engineering/Survey/Testing 20%1,809,080$ Right-of-Way Acquisition 2.00$ 1,063,800$ 1,063,800$ Impact Fee Project Cost Estimate Total:11,918,280$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. Fish Trap Rd. to Existing Parvin Rd. 6-Lane Divided 8,865 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-J Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 10,100 CY 10.00$ 101,000$ 3 8" Concrete Pavement w/6" Curb 20,200 SY 44.00$ 888,800$ 4 6" Lime Stabilized Subgrade 21,300 SY 2.00$ 42,600$ 5 Lime for Stabilization (27lbs/SY) 290 TON 150.00$ 43,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 2,190 SY 50.00$ 109,500$ 8 Block Sodding and Topsoil 10,400 SY 5.00$ 52,000$ Paving Estimate Subtotal:1,292,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%25,900$ 10 5%64,700$ 11 3%38,800$ 12 20%258,500$ Other Components Estimate Subtotal:387,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 209,200.00$ 209,200$ 14 Illumination 185,900.00$ 185,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:395,100$ I, II, & III Construction Subtotal:2,075,400$ Mobilization 5%103,800$ Contingency 15%326,900$ Construction Cost Estimate Total:2,506,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,506,100$ Engineering/Survey/Testing 20%501,220$ Right-of-Way Acquisition 2.00$ 294,600$ 294,600$ Impact Fee Project Cost Estimate Total:3,301,920$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. The boundary between Prosper and Celina is on the centerline of Legacy Dr. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. Existing Parvin Rd. to Frontier Pkwy. 6-Lane Divided 2,455 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-K Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 41 STA 2,000.00$ 82,000$ 2 Unclassified Street Excavation 8,400 CY 10.00$ 84,000$ 3 8" Concrete Pavement w/6" Curb 16,700 SY 44.00$ 734,800$ 4 6" Lime Stabilized Subgrade 17,600 SY 2.00$ 35,200$ 5 Lime for Stabilization (27lbs/SY) 240 TON 150.00$ 36,000$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,600 SY 50.00$ 180,000$ 8 Block Sodding and Topsoil 6,800 SY 5.00$ 34,000$ Paving Estimate Subtotal:1,196,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%24,000$ 10 5%59,800$ 11 3%35,900$ 12 0%-$ 13 6%71,800$ 14 20%239,200$ Other Components Estimate Subtotal:430,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,626,700$ Mobilization 5%81,400$ Contingency 15%256,300$ Construction Cost Estimate Total:1,964,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,964,400$ Engineering/Survey/Testing 20%392,880$ Right-of-Way Acquisition 2.00$ 484,800$ 484,800$ Impact Fee Project Cost Estimate Total:2,842,080$ None None None Cost per sq. ft.: Traffic Control Erosion Control Landscaping Illumination Drainage Improvements (RCP, Inlets, MH, Outfalls) None 60 None 37 This project consists of the construction of a two-lane collector facility parallel to the future DNT. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate DNT E. Collector US 380 to 1,320' S. of Fish Trap Rd. 2-Lane Collector 4,040 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-L Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 14 STA 2,000.00$ 28,000$ 2 Unclassified Street Excavation 2,800 CY 10.00$ 28,000$ 3 8" Concrete Pavement w/6" Curb 5,500 SY 44.00$ 242,000$ 4 6" Lime Stabilized Subgrade 5,800 SY 2.00$ 11,600$ 5 Lime for Stabilization (27lbs/SY) 80 TON 150.00$ 12,000$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 1,180 SY 50.00$ 59,000$ 8 Block Sodding and Topsoil 2,200 SY 5.00$ 11,000$ Paving Estimate Subtotal:394,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%7,900$ 10 5%19,800$ 11 3%11,900$ 12 0%-$ 13 6%23,700$ 14 20%78,900$ Other Components Estimate Subtotal:142,200$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:536,300$ Mobilization 5%26,900$ Contingency 15%84,500$ Construction Cost Estimate Total:647,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -647,700$ Engineering/Survey/Testing 20%129,540$ Right-of-Way Acquisition 2.00$ 105,600$ 105,600$ Impact Fee Project Cost Estimate Total:882,840$ None None None Cost per sq. ft.: Traffic Control Erosion Control Landscaping Illumination Drainage Improvements (RCP, Inlets, MH, Outfalls) None 60 None 37 This project consists of the reconstruction of a two-lane gravel facility into a new two-lane collector facility parallel to the future DNT. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate DNT E. Collector 1,320' S. of Fish Trap Rd. to Fish Trap Rd. 2-Lane Collector 1,320 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Mc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 53 STA 2,000.00$ 106,000$ 2 Unclassified Street Excavation 10,900 CY 10.00$ 109,000$ 3 8" Concrete Pavement w/6" Curb 21,800 SY 44.00$ 959,200$ 4 6" Lime Stabilized Subgrade 23,000 SY 2.00$ 46,000$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 4,720 SY 50.00$ 236,000$ 8 Block Sodding and Topsoil 8,900 SY 5.00$ 44,500$ Paving Estimate Subtotal:1,558,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,200$ 10 5%78,000$ 11 3%46,800$ 12 0%-$ 13 6%93,600$ 14 20%311,800$ Other Components Estimate Subtotal:561,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,120,100$ Mobilization 5%106,100$ Contingency 15%334,000$ Construction Cost Estimate Total:2,560,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,560,200$ Engineering/Survey/Testing 20%512,040$ Right-of-Way Acquisition 2.00$ 636,000$ 636,000$ Impact Fee Project Cost Estimate Total:3,708,240$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate DNT E. Collector Prosper Trl. to Frontier Pkwy. 2-Lane Collector 5,300 60 None 37 This project consists of the construction of a two-lane collector facility parallel to the future DNT. Pavement Markings & Signage Traffic Control Erosion Control Landscaping Illumination Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-N Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 129 STA 2,000.00$ 258,000$ 2 Unclassified Street Excavation 53,000 CY 10.00$ 530,000$ 3 8" Concrete Pavement w/6" Curb 105,900 SY 44.00$ 4,659,600$ 4 6" Lime Stabilized Subgrade 111,600 SY 2.00$ 223,200$ 5 Lime for Stabilization (27lbs/SY) 1,510 TON 150.00$ 226,500$ 6 Concrete Driveway Approach 13 EA 2,500.00$ 32,500$ 7 4" Concrete Sidewalk and Ramps 11,450 SY 50.00$ 572,500$ 8 Block Sodding and Topsoil 54,400 SY 5.00$ 272,000$ Paving Estimate Subtotal:6,774,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%135,500$ 10 5%338,800$ 11 3%203,300$ 12 20%1,354,900$ Other Components Estimate Subtotal:2,032,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 1,097,300.00$ 1,097,300$ 14 Illumination 975,300.00$ 975,300$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,322,600$ I, II, & III Construction Subtotal:11,129,400$ Mobilization 5%556,500$ Contingency 15%1,752,900$ Construction Cost Estimate Total:13,438,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -6,719,400$ Engineering/Survey/Testing 20%1,343,880$ Right-of-Way Acquisition 2.00$ 1,545,000$ 772,500$ Impact Fee Project Cost Estimate TOTAL (50% Town Contribution)8,835,780$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane asphalt facility into a siz-lane divided facillity. Excludes the portions of the proposed facility that are not in the Town Limits (1,125') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Parvin Rd. FM 1385 to 3,680' E. of Teel Pkwy 6-Lane Divided 12,875 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-O Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 58 STA 2,000.00$ 116,000$ 2 Unclassified Street Excavation 23,500 CY 10.00$ 235,000$ 3 8" Concrete Pavement w/6" Curb 47,000 SY 44.00$ 2,068,000$ 4 6" Lime Stabilized Subgrade 49,500 SY 2.00$ 99,000$ 5 Lime for Stabilization (27lbs/SY) 670 TON 150.00$ 100,500$ 6 Concrete Driveway Approach 6 EA 2,500.00$ 15,000$ 7 4" Concrete Sidewalk and Ramps 5,080 SY 50.00$ 254,000$ 8 Block Sodding and Topsoil 24,200 SY 5.00$ 121,000$ Paving Estimate Subtotal:3,008,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%60,200$ 10 5%150,500$ 11 3%90,300$ 12 20%601,700$ Other Components Estimate Subtotal:902,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 486,600.00$ 486,600$ 14 Illumination 432,500.00$ 432,500$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,169,100$ I, II, & III Construction Subtotal:5,080,300$ Mobilization 5%254,100$ Contingency 15%800,200$ Construction Cost Estimate Total:6,134,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,067,300$ Engineering/Survey/Testing 20%613,460$ Right-of-Way Acquisition 2.00$ 685,200$ 342,600$ Impact Fee Project Cost Estimate TOTAL (50% Town Contribution)4,023,360$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. The boundary between Prosper and Celina is on the centerline of Frontier Pkwy. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 Legacy Dr. to DNT 6-Lane Divided 5,710 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-P Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction 1,833,000$ 1,833,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 1,833,000$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 DNT to BNSF RR 6-Lane Divided 5,750 120 Raised 74 See note below Note: The estimated Town contribution for the widening of Frontier Pkwy. to a six-lane divided facility from the DNT to BNSF RR is projected to be $1.833 million. The remaining portion will be paid for through County or State funding. Anticipated Town Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Q Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 37 STA 2,000.00$ 74,000$ 2 Unclassified Street Excavation 10,200 CY 10.00$ 102,000$ 3 8" Concrete Pavement w/6" Curb 20,400 SY 44.00$ 897,600$ 4 6" Lime Stabilized Subgrade 22,000 SY 2.00$ 44,000$ 5 Lime for Stabilization (27lbs/SY) 300 TON 150.00$ 45,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,260 SY 50.00$ 163,000$ 8 Block Sodding and Topsoil 13,100 SY 5.00$ 65,500$ Paving Estimate Subtotal:1,396,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%28,000$ 10 5%69,900$ 11 3%41,900$ 12 20%279,300$ Other Components Estimate Subtotal:419,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 311,900.00$ 311,900$ 14 Illumination 277,200.00$ 277,200$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:589,100$ I, II, & III Construction Subtotal:2,404,300$ Mobilization 5%120,300$ Contingency 15%378,700$ Construction Cost Estimate Total:2,903,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,903,300$ Engineering/Survey/Testing 20%580,660$ Right-of-Way Acquisition 2.00$ 219,600$ 219,600$ Impact Fee Project Cost Estimate Total:3,703,560$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 This project consists of the reconstruction of an existing two-lane gravel facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. Teel Pkwy. To 3,660'E. of Teel Pkwy. 4-Lane Divided 3,660 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-S Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 6 STA 2,000.00$ 12,000$ 2 Unclassified Street Excavation 1,500 CY 10.00$ 15,000$ 3 8" Concrete Pavement w/6" Curb 2,900 SY 44.00$ 127,600$ 4 6" Lime Stabilized Subgrade 3,100 SY 2.00$ 6,200$ 5 Lime for Stabilization (27lbs/SY) 50 TON 150.00$ 7,500$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 460 SY 50.00$ 23,000$ 8 Block Sodding and Topsoil 1,900 SY 5.00$ 9,500$ Paving Estimate Subtotal:203,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%4,100$ 10 5%10,200$ 11 3%6,100$ 12 20%40,700$ Other Components Estimate Subtotal:61,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 43,400.00$ 43,400$ 14 Illumination 38,600.00$ 38,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:82,000$ I, II, & III Construction Subtotal:346,400$ Mobilization 5%17,400$ Contingency 15%54,600$ Construction Cost Estimate Total:418,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -418,400$ Engineering/Survey/Testing 20%83,680$ Right-of-Way Acquisition 2.00$ 61,200$ 61,200$ Impact Fee Project Cost Estimate Total:563,280$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane gravel facility into a four-lane divided facility. The boundary between Prosper and Artesia is on the centerline of Prosper Trl. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 2,110'W. of Legacy Dr. to 1,600'W. of Legacy Dr. 4-Lane Divided 510 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-T Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 74 STA 2,000.00$ 148,000$ 2 Unclassified Street Excavation 20,500 CY 10.00$ 205,000$ 3 8" Concrete Pavement w/6" Curb 41,000 SY 44.00$ 1,804,000$ 4 6" Lime Stabilized Subgrade 44,200 SY 2.00$ 88,400$ 5 Lime for Stabilization (27lbs/SY) 600 TON 150.00$ 90,000$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 6,550 SY 50.00$ 327,500$ 8 Block Sodding and Topsoil 26,200 SY 5.00$ 131,000$ Paving Estimate Subtotal:2,811,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%56,300$ 10 5%140,600$ 11 3%84,400$ 14 20%562,300$ Other Components Estimate Subtotal:843,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 627,600.00$ 627,600$ 14 Illumination 557,900.00$ 557,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,185,500$ I, II, & III Construction Subtotal:4,840,500$ Mobilization 5%242,100$ Contingency 15%762,400$ Construction Cost Estimate Total:5,845,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -5,845,000$ Engineering/Survey/Testing 20%1,169,000$ Right-of-Way Acquisition 2.00$ 883,800$ 883,800$ Impact Fee Project Cost Estimate Total:7,897,800$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane gravel facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 1,600'W. of Legacy Dr. to DNT 4-Lane Divided 7,365 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-U Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,168,900$ Engineering/Survey/Testing -$ Right-of-Way Acquisition -$ -$ Other (1,020,148)$ (1,020,148)$ Impact Fee Project Cost Estimate Total:1,148,752$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. DNT to BNSF RR 4-Lane Divided 4,410 Town of Prosper 90 Raised 50 Recoupment project for widening of roadway to 4-lane divided section. Note: The widening of Prosper Trl. To a four lane divided section was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes from the DNT to Preston Rd. was $4,715,000. $2,168,900 (46%) of this cost has been included to cover the portion of the project in Service Area 1 from the DNT to the BNSF RR. Collin County's contribution was $2,217,713 from the DNT to Preston Rd. $1,020,148 (46%) of this contribution has been removed from the cost of this project to cover the portion of the project within these limits. Cost per sq. ft.: Collin County Contribution 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Va Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 65 STA 2,000.00$ 130,000$ 2 Unclassified Street Excavation 9,000 CY 10.00$ 90,000$ 3 8" Concrete Pavement w/6" Curb 17,900 SY 44.00$ 787,600$ 4 6" Lime Stabilized Subgrade 20,700 SY 2.00$ 41,400$ 5 Lime for Stabilization (27lbs/SY) 280 TON 150.00$ 42,000$ 6 Concrete Driveway Approach 6 EA 2,500.00$ 15,000$ 7 4" Concrete Sidewalk and Ramps 2,860 SY 50.00$ 143,000$ 8 Block Sodding and Topsoil 11,500 SY 5.00$ 57,500$ Paving Estimate Subtotal:1,306,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%26,200$ 10 5%65,400$ 11 3%39,200$ 12 20%261,300$ Other Components Estimate Subtotal:392,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 547,100.00$ 547,100$ 14 Illumination 486,300.00$ 486,300$ 15 Drainage Structures -$ 500,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,533,400$ I, II, & III Construction Subtotal:3,232,000$ Mobilization 5%161,600$ Contingency 15%509,100$ Construction Cost Estimate Total:3,902,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,902,700$ Engineering/Survey/Testing 20%780,540$ Right-of-Way Acquisition 2.00$ 321,000$ 321,000$ Impact Fee Project Cost Estimate Total:5,004,240$ None None Cost per sq. ft.: None Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Two Minor Stream Crossings $450,000/mi $400,000/mi 90 Raised 25 Widening of two-lane facility to four-lane divided ultimate section. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Fish Trap Rd. Gee Rd. to Teel Pkwy. 2-Lane Divided 6,420 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-W Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 26 STA 2,000.00$ 52,000$ 2 Unclassified Street Excavation 3,600 CY 10.00$ 36,000$ 3 8" Concrete Pavement w/6" Curb 7,100 SY 44.00$ 312,400$ 4 6" Lime Stabilized Subgrade 8,200 SY 2.00$ 16,400$ 5 Lime for Stabilization (27lbs/SY) 120 TON 150.00$ 18,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,130 SY 50.00$ 56,500$ 8 Block Sodding and Topsoil 4,500 SY 5.00$ 22,500$ Paving Estimate Subtotal:521,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%10,500$ 10 5%26,100$ 11 3%15,700$ 12 20%104,300$ Other Components Estimate Subtotal:156,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 215,600.00$ 215,600$ 14 Illumination 191,600.00$ 191,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:407,200$ I, II, & III Construction Subtotal:1,085,100$ Mobilization 5%54,300$ Contingency 15%171,000$ Construction Cost Estimate Total:1,310,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,310,400$ Engineering/Survey/Testing 20%262,080$ Right-of-Way Acquisition 2.00$ 126,500$ 126,500$ Impact Fee Project Cost Estimate TOTAL:1,698,980$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. The existing two-lanes were constructed by Artesia and not included in the cost. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Fish Trap Rd. Teel Pkwy. To 2,530' E. of Teel Pkwy 2-Lane Divided 2,530 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Xa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 105 STA 2,000.00$ 210,000$ 2 Unclassified Street Excavation 29,200 CY 10.00$ 292,000$ 3 8" Concrete Pavement w/6" Curb 58,400 SY 44.00$ 2,569,600$ 4 6" Lime Stabilized Subgrade 63,000 SY 2.00$ 126,000$ 5 Lime for Stabilization (27lbs/SY) 860 TON 150.00$ 129,000$ 6 Concrete Driveway Approach 14 EA 2,500.00$ 35,000$ 7 4" Concrete Sidewalk and Ramps 9,340 SY 50.00$ 467,000$ 8 Block Sodding and Topsoil 37,400 SY 5.00$ 187,000$ Paving Estimate Subtotal:4,015,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%80,400$ 10 5%200,800$ 11 3%120,500$ 12 20%803,200$ Other Components Estimate Subtotal:1,204,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 894,800.00$ 894,800$ 14 Illumination 795,400.00$ 795,400$ 15 Drainage Structures -$ 500,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,190,200$ I, II, & III Construction Subtotal:7,410,700$ Mobilization 5%370,600$ Contingency 15%1,167,200$ Construction Cost Estimate Total:8,948,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -8,948,500$ Engineering/Survey/Testing 20%1,789,700$ Right-of-Way Acquisition 2.00$ 840,000$ 840,000$ Impact Fee Project Cost Estimate Total:11,578,200$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Two Minor Stream Crossings $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Fish Trap Rd. 2,530' E of Teel Pkwy. To DNT 4-Lane Divided 10,500 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Ya Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 45 STA 2,000.00$ 90,000$ 2 Unclassified Street Excavation 12,400 CY 10.00$ 124,000$ 3 8" Concrete Pavement w/6" Curb 24,800 SY 44.00$ 1,091,200$ 4 6" Lime Stabilized Subgrade 26,700 SY 2.00$ 53,400$ 5 Lime for Stabilization (27lbs/SY) 370 TON 150.00$ 55,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,960 SY 50.00$ 198,000$ 8 Block Sodding and Topsoil 15,900 SY 5.00$ 79,500$ Paving Estimate Subtotal:1,701,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%34,100$ 10 5%85,100$ 11 3%51,100$ 12 20%340,400$ Other Components Estimate Subtotal:510,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 379,200.00$ 379,200$ 14 Illumination 337,100.00$ 337,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:716,300$ I, II, & III Construction Subtotal:2,928,600$ Mobilization 5%146,500$ Contingency 15%461,300$ Construction Cost Estimate Total:3,536,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,536,400$ Engineering/Survey/Testing 20%707,280$ Right-of-Way Acquisition 2.00$ 801,000$ 801,000$ Impact Fee Project Cost Estimate Total:5,044,680$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Teel Pkwy. To Winding Oak 4-Lane Divided 4,450 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Yb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -646,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 646,000$ Note: Construction of 2-lanes of Legacy Dr from US 380 to Prairie and 2-lanes of Prairie from Legacy to Winding Oak built by the developer with the Town reimbursing the developer for a total cost of $1,615,000. This portion of Prairie consists of 40% of the project cost at $646,000. Town Contribution Cost per sq. ft.: 120 Raised 25 See note below Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Winding Oak To Legacy Dr. 4-Lane Divided 1,320 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Yc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 14 STA 2,000.00$ 28,000$ 2 Unclassified Street Excavation 1,900 CY 10.00$ 19,000$ 3 8" Concrete Pavement w/6" Curb 3,800 SY 44.00$ 167,200$ 4 6" Lime Stabilized Subgrade 4,400 SY 2.00$ 8,800$ 5 Lime for Stabilization (27lbs/SY) 60 TON 150.00$ 9,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 600 SY 50.00$ 30,000$ 8 Block Sodding and Topsoil 2,400 SY 5.00$ 12,000$ Paving Estimate Subtotal:279,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%5,600$ 10 5%14,000$ 11 3%8,400$ 12 0%-$ Other Components Estimate Subtotal:28,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 114,600.00$ 114,600$ 14 Illumination 101,800.00$ 101,800$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:216,400$ I, II, & III Construction Subtotal:523,400$ Mobilization 5%26,200$ Contingency 15%82,500$ Construction Cost Estimate Total:632,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -632,100$ Engineering/Survey/Testing 20%126,420$ Right-of-Way Acquisition 2.00$ 121,050$ 121,050$ Impact Fee Project Cost Estimate Total:879,570$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 25 Widening of a two-lane concrete facility to a four-lane divided facility. Pavement Markings & Signage Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Winding Oak to Legacy Dr. 2-Lane Divided 1,345 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Yd Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 85 STA 2,000.00$ 170,000$ 2 Unclassified Street Excavation 23,700 CY 10.00$ 237,000$ 3 8" Concrete Pavement w/6" Curb 47,300 SY 44.00$ 2,081,200$ 4 6" Lime Stabilized Subgrade 51,000 SY 2.00$ 102,000$ 5 Lime for Stabilization (27lbs/SY) 690 TON 150.00$ 103,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 7,560 SY 50.00$ 378,000$ 8 Block Sodding and Topsoil 30,300 SY 5.00$ 151,500$ Paving Estimate Subtotal:3,233,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%64,700$ 10 5%161,700$ 11 3%97,000$ 12 20%646,700$ Other Components Estimate Subtotal:970,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 724,400.00$ 724,400$ 14 Illumination 643,900.00$ 643,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,368,300$ I, II, & III Construction Subtotal:5,571,600$ Mobilization 5%278,600$ Contingency 15%877,600$ Construction Cost Estimate Total:6,727,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -6,727,800$ Engineering/Survey/Testing 20%1,345,560$ Right-of-Way Acquisition 2.00$ 1,530,000$ 1,530,000$ Impact Fee Project Cost Estimate Total:9,603,360$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Legacy Dr. to Fish Trap Rd. 4-Lane Divided 8,500 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Z Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 109 STA 2,000.00$ 218,000$ 2 Unclassified Street Excavation 30,200 CY 10.00$ 302,000$ 3 8" Concrete Pavement w/6" Curb 60,300 SY 44.00$ 2,653,200$ 4 6" Lime Stabilized Subgrade 65,100 SY 2.00$ 130,200$ 5 Lime for Stabilization (27lbs/SY) 880 TON 150.00$ 132,000$ 6 Concrete Driveway Approach 11 EA 2,500.00$ 27,500$ 7 4" Concrete Sidewalk and Ramps 9,650 SY 50.00$ 482,500$ 8 Block Sodding and Topsoil 38,600 SY 5.00$ 193,000$ Paving Estimate Subtotal:4,138,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%82,800$ 10 5%207,000$ 11 3%124,200$ 12 20%827,700$ Other Components Estimate Subtotal:1,241,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 924,700.00$ 924,700$ 14 Illumination 821,900.00$ 821,900$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,996,600$ I, II, & III Construction Subtotal:7,376,700$ Mobilization 5%368,900$ Contingency 15%1,161,900$ Construction Cost Estimate Total:8,907,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -8,907,500$ Engineering/Survey/Testing 20%1,781,500$ Right-of-Way Acquisition 2.00$ 1,953,000$ 1,953,000$ Impact Fee Project Cost Estimate Total:12,642,000$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility parallel to the future DNT. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Shawnee Trl. Fish Trap Rd. to Parvin Rd. 4-Lane Divided 10,850 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-AA Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 98 STA 2,000.00$ 196,000$ 2 Unclassified Street Excavation 27,100 CY 10.00$ 271,000$ 3 8" Concrete Pavement w/6" Curb 54,100 SY 44.00$ 2,380,400$ 4 6" Lime Stabilized Subgrade 58,400 SY 2.00$ 116,800$ 5 Lime for Stabilization (27lbs/SY) 790 TON 150.00$ 118,500$ 6 Concrete Driveway Approach 10 EA 2,500.00$ 25,000$ 7 4" Concrete Sidewalk and Ramps 8,650 SY 50.00$ 432,500$ 8 Block Sodding and Topsoil 34,600 SY 5.00$ 173,000$ Paving Estimate Subtotal:3,713,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%74,300$ 10 5%185,700$ 11 3%111,400$ 12 20%742,700$ Other Components Estimate Subtotal:1,114,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 828,800.00$ 828,800$ 14 Illumination 736,700.00$ 736,700$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,565,500$ I, II, & III Construction Subtotal:6,392,800$ Mobilization 5%319,700$ Contingency 15%1,006,900$ Construction Cost Estimate Total:7,719,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -7,719,400$ Engineering/Survey/Testing 20%1,543,880$ Right-of-Way Acquisition 2.00$ 1,750,500$ 1,750,500$ Impact Fee Project Cost Estimate Total:11,013,780$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Lovers Ln. US 380 to BNSF RR 4-Lane Divided 9,725 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n 28-Dec-08 Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n Ro a d w a y P r o j e c t C o s t s Total Project Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a En g i n e e r i n g R O W C o n s t r u c t i o n Cost 52 8 0 2 2- A Pr e s t o n R d US 3 8 0 Fr o n t i e r P k w y Re c o u p 3. 2 5 10 0 % $0 $0 $ 2 , 5 0 0 , 0 0 0 $2,500,000 2 2- B Co i t R d US 3 8 0 Fi r s t S t Ne w 1. 0 1 10 0 % $4 2 6 , 2 0 0 $0 $ 2 , 1 3 1 , 0 0 0 $2,557,200 2 2- C Co i t R d Fi r s t S t Fr o n t i e r P k w y Ne w 2. 0 1 10 0 % $ 2 , 1 6 2 , 9 6 0 $ 1 , 2 7 2 , 0 0 0 $ 1 0 , 8 1 4 , 8 0 0 $ 1 4 , 2 4 9 , 7 6 0 2 2- D Co i t R d US 3 8 0 Fi r s t S t Re c o u p 1. 0 1 10 0 % $0 $0 $ 1 , 2 8 4 , 8 8 5 $1,284,885 2 2- E Ha y s R d Fi r s t S t Pr e s t o n R d Ne w 0. 8 8 10 0 % $0 $0 $4 0 0 , 0 0 0 $400,000 2/ X 2- F Cu s t e r R d US 3 8 0 Fi r s t S t Ne w 1. 2 4 50 % $1 4 0 , 0 2 2 $7 8 , 7 2 0 $7 0 0 , 1 1 0 $918,852 2/ X 2- G Cu s t e r R d Fi r s t S t Pr o s p e r T r l Ne w 0. 7 6 50 % $8 7 , 9 5 6 $4 8 , 1 2 0 $4 3 9 , 7 8 0 $575,856 2/ X 2- H Cu s t e r R d Pr o s p e r T r l 26 0 5 ' N o f P r o s p e r T r l N e w 0. 4 9 50 % $5 3 , 4 0 2 $3 1 , 2 6 0 $2 6 7 , 0 1 0 $351,672 2/ X 2- I Fr o n t i e r P k w y / F M 1 4 6 1 B N S F R R Pr e s t o n R d Ne w 0. 9 3 50 % $0 $0 $ 3 , 6 5 0 , 0 0 0 $3,650,000 2/ X 2- J Fr o n t i e r P k w y / F M 1 4 6 1 P r e s t o n R d Co i t R d Ne w 0. 9 8 50 % $1 0 5 , 6 6 6 $6 2 , 1 0 0 $5 2 8 , 3 3 0 $696,096 2/ X 2- K Fr o n t i e r P k w y / F M 1 4 6 1 C o i t R d 14 0 5 ' W o f C u s t e r R d N e w 1. 9 9 50 % $2 2 6 , 8 2 4 $ 1 2 6 , 2 4 0 $ 1 , 1 3 4 , 1 2 0 $1,487,184 2 2- L Pr o s p e r T r l B N S F R R Pr e s t o n R d Re c o u p 1. 1 1 10 0 % $0 $0 $ 1 , 3 4 8 , 5 3 5 $1,348,535 2 2- M Pr o s p e r T r l P r e s t o n R d Co i t R d Ne w 1. 0 2 10 0 % $2 8 5 , 0 0 0 $0 $ 5 , 0 6 0 , 0 0 0 $5,345,000 2 2- N Pr o s p e r T r l C o i t R d 39 9 5 ' W o f C u s t e r R d N e w 1. 2 6 10 0 % $ 1 , 1 1 5 , 9 6 0 $ 3 9 8 , 7 0 0 $ 5 , 5 7 9 , 8 0 0 $7,094,460 2/ X 2- O a Pr o s p e r T r l 3 9 9 5 ' W o f C u s t e r R d 3 0 8 5 ' W o f C u s t e r R d N e w 0. 1 7 50 % $7 3 , 1 0 0 $2 7 , 3 0 0 $3 6 5 , 5 0 0 $465,900 2 2- O b Pr o s p e r T r l 3 0 8 5 ' W o f C u s t e r R d 2 6 4 5 ' W o f C u s t e r R d N e w 0. 0 8 10 0 % $7 2 , 0 6 0 $2 6 , 4 0 0 $3 6 0 , 3 0 0 $458,760 2/ X 2- P Pr o s p e r T r l 2 6 4 5 ' W o f C u s t e r R d 1 9 1 5 ' W o f C u s t e r R d N e w 0. 1 4 50 % $5 8 , 3 0 0 $2 1 , 9 0 0 $2 9 1 , 5 0 0 $371,700 2 2- Q Pr o s p e r T r l 1 9 1 5 ' W o f C u s t e r R d C u s t e r R d Ne w 0. 3 6 10 0 % $3 0 5 , 8 4 0 $ 1 1 4 , 9 0 0 $ 1 , 5 2 9 , 2 0 0 $1,949,940 2 2- R Fi r s t S t BN S F R R N C o l e m a n S t Ne w 0. 3 7 10 0 % $1 9 1 , 1 6 0 $0 $ 1 , 9 2 7 , 3 2 8 $2,118,488 2 2- S Fi r s t S t N C o l e m a n S t Cr a i g S t Ne w 0. 4 6 10 0 % $4 0 8 , 7 6 0 $9 7 , 4 0 0 $ 2 , 0 4 3 , 8 0 0 $2,549,960 2 2- T Fi r s t S t Cr a i g S t Co i t R d Re c o u p 0. 1 6 10 0 % $0 $0 $ 2 , 5 8 9 , 8 6 1 $2,589,861 2 2- U Fi r s t S t Co i t R d Cu s t e r R d Ne w 2. 0 5 10 0 % $ 1 , 7 7 8 , 6 4 0 $ 6 4 9 , 8 0 0 $ 8 , 8 9 3 , 2 0 0 $ 1 1 , 3 2 1 , 6 4 0 2 2- V Lo v e r s L n BN S F R R Pr e s t o n R d Ne w 0. 8 4 10 0 % $7 0 5 , 7 2 0 $ 8 0 0 , 1 0 0 $ 3 , 5 2 8 , 6 0 0 $5,034,420 2 2- W Lo v e r s L n Pr e s t o n R d US 3 8 0 Ne w 0. 6 4 10 0 % $5 3 6 , 0 0 0 $ 2 0 2 , 5 0 0 $ 2 , 6 8 0 , 0 0 0 $3,418,500 2 2- X a Ri c h l a n d B l v d Pr e s t o n R d 70 0 ' W o f L a C i m a N e w 0. 7 4 10 0 % $6 1 8 , 7 8 0 $ 7 0 0 , 2 0 0 $ 3 , 0 9 3 , 9 0 0 $4,412,880 2 2- X b Ri c h l a n d B l v d 70 0 ' W o f L a C i m a 4 5 0 ' E o f L a C i m a N e w 0. 2 2 10 0 % $1 4 3 , 9 0 0 $ 2 0 7 , 0 0 0 $7 1 9 , 5 0 0 $1,070,400 2 2- X c Ri c h l a n d B l v d 45 0 ' E o f L a C i m a P r o s p e r C o m m o n s N e w 0. 5 6 10 0 % $4 7 3 , 6 8 0 $ 5 3 6 , 4 0 0 $ 2 , 3 6 8 , 4 0 0 $3,378,480 2 2- Y a Co l e m a n S t Pr e s t o n R d Fi r s t S t Ne w 0. 7 8 10 0 % $7 1 3 , 2 4 0 $ 2 4 7 , 2 0 0 $ 3 , 5 6 6 , 2 0 0 $4,526,640 2 2- Y b Co l e m a n S t Fi r s t S t Re y n o l d s M i d d l e S c h o o l N e w 0. 6 6 10 0 % $4 0 8 , 7 6 0 $0 $ 2 , 0 4 3 , 8 0 0 $2,452,560 2 2- Z Co l e m a n S t Re y n o l d s M i d d l e S c h o o l P r o s p e r T r l Ne w 0. 3 6 10 0 % $2 9 9 , 8 6 0 $ 1 1 2 , 8 0 0 $ 1 , 4 9 9 , 3 0 0 $1,911,960 2 2- A A a Co l e m a n S t Pr o s p e r T r l Ta l o n Re c o u p 0. 4 6 10 0 % $1 7 9 , 0 0 0 $0 $ 2 , 4 1 8 , 5 2 9 $2,597,529 2 2- A A b Co l e m a n S t Pr o s p e r T r l Ta l o n Ne w 0. 4 6 10 0 % $2 4 7 , 6 6 0 $7 2 , 1 5 0 $ 1 , 2 3 8 , 3 0 0 $1,558,110 2 2- B B a Co l e m a n S t Ta l o n Vi c t o r y L n Re c o u p 0. 6 4 10 0 % $0 $0 $5 0 0 , 0 0 0 $500,000 2 2- B B b Co l e m a n S t Ta l o n Vi c t o r y L n Ne w 0. 6 4 10 0 % $3 4 6 , 9 4 0 $ 1 0 1 , 4 0 0 $ 1 , 7 3 4 , 7 0 0 $2,183,040 2 2- C C a Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Re c o u p 0. 5 0 10 0 % $0 $0 $3 1 1 , 8 3 0 $311,830 2 2- C C b Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Ne w 0. 5 0 10 0 % $2 7 3 , 8 8 0 $7 9 , 8 0 0 $ 1 , 3 6 9 , 4 0 0 $1,723,080 2 2- D D Vi c t o r y L n Co l e m a n S t Fr o n t i e r P k w y Ne w 0. 3 6 10 0 % $2 9 9 , 8 6 0 $ 3 3 8 , 4 0 0 $ 1 , 4 9 9 , 3 0 0 $2,137,560 2 2- E E Mc K i n l e y S t Fi r s t S t Co l e m a n S t Ne w 0. 6 1 10 0 % $5 9 9 , 6 4 0 $ 4 1 8 , 6 0 0 $ 2 , 9 9 8 , 2 0 0 $4,016,440 2 2- F F Cr a i g R d Pr e s t o n R d Br o a d w a y S t Ne w 0. 4 2 10 0 % $3 7 2 , 6 4 0 $0 $ 1 , 8 6 3 , 2 0 0 $2,235,840 2 2- G G a Br o a d w a y S t M c K i n l e y S t Co l e m a n S t Ne w 0. 2 2 10 0 % $1 9 1 , 2 0 0 $0 $9 5 6 , 0 0 0 $1,147,200 2 2- G G b Br o a d w a y S t C o l e m a n S t Pr e s t o n R d Ne w 0. 7 0 10 0 % $5 2 4 , 1 4 0 $0 $ 2 , 6 2 0 , 7 0 0 $3,144,840 2 I- 4 Si g n a l I n s t a l l a t i o n Co i t R d Ri c h l a n d B l v d Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 2 I- 5 Si g n a l I n s t a l l a t i o n Co i t R d Pr o s p e r T r l Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 2 I- 6 Si g n a l I n s t a l l a t i o n Co i t R d Fi r s t S t Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 2/ X I- 7 Si g n a l I n s t a l l a t i o n Vi c t o r y L n Fr o n t i e r P k w y Ne w 0. 0 0 50 % $0 $0 $8 7 , 5 0 0 $87,500 Su b - t o t a l S A 2 32 . 0 4 $1 4 , 4 2 6 , 7 5 0 $ 6 , 7 7 1 , 3 9 0 $ 9 1 , 4 6 1 , 4 1 8 $ 1 1 2 , 6 5 9 , 5 5 8 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 2-A Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,500,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition -$ -$ -$ Impact Fee Project Cost Estimate Total:2,500,000$ Town Contribution Cost per sq. ft.: 120 Raised 74 Widening of state facility from a two-lane facility to a six-lane divided facility. The Town of Prosper contributed $2.5M. Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Preston Rd. US 380 to Frontier Pkwy. 6-Lane Divided 17,160 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-B Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 0 STA 2,000.00$ -$ 2 Unclassified Street Excavation 7,400 CY 10.00$ 74,000$ 3 8" Concrete Pavement w/6" Curb 14,800 SY 44.00$ 651,200$ 4 6" Lime Stabilized Subgrade 17,200 SY 2.00$ 34,400$ 5 Lime for Stabilization (27lbs/SY) 240 TON 150.00$ 36,000$ 6 Concrete Driveway Approach 0 EA 2,500.00$ -$ 7 4" Concrete Sidewalk and Ramps 0 SY 50.00$ -$ 8 Block Sodding and Topsoil 6,000 SY 5.00$ 30,000$ Paving Estimate Subtotal:825,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%16,600$ 10 5%41,300$ 11 3%24,800$ 12 0%-$ Other Components Estimate Subtotal:82,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 453,400.00$ 453,400$ 14 Illumination 403,000.00$ 403,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:856,400$ I, II, & III Construction Subtotal:1,764,700$ Mobilization 5%88,300$ Contingency 15%278,000$ Construction Cost Estimate Total:2,131,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,131,000$ Engineering/Survey/Testing 20%426,200$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,557,200$ Cost per sq. ft.: Traffic Control Erosion Control None None None None $450,000/mi 25 Pavement Markings & Signage Construction of median lanes to complete the 6-lane divided facility $400,000/mi Coit Rd. US 380 to First St. 2-Lane Divided 5,320 Town of Prosper Drainage Improvements (RCP, Inlets, MH, Outfalls) Impact Fee Engineer's Opinion of Probable Construction Cost Estimate 120 Raised 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-C Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 106 STA 2,000.00$ 212,000$ 2 Unclassified Street Excavation 43,600 CY 10.00$ 436,000$ 3 8" Concrete Pavement w/6" Curb 87,200 SY 44.00$ 3,836,800$ 4 6" Lime Stabilized Subgrade 91,900 SY 2.00$ 183,800$ 5 Lime for Stabilization (27lbs/SY) 1,250 TON 150.00$ 187,500$ 6 Concrete Driveway Approach 10 EA 2,500.00$ 25,000$ 7 4" Concrete Sidewalk and Ramps 9,430 SY 50.00$ 471,500$ 8 Block Sodding and Topsoil 44,800 SY 5.00$ 224,000$ Paving Estimate Subtotal:5,576,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%111,600$ 10 5%278,900$ 11 3%167,300$ 12 20%1,115,400$ Other Components Estimate Subtotal:1,673,200$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 903,400.00$ 903,400$ 14 Illumination 803,000.00$ 803,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,706,400$ I, II, & III Construction Subtotal:8,956,200$ Mobilization 5%447,900$ Contingency 15%1,410,700$ Construction Cost Estimate Total:10,814,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -10,814,800$ Engineering/Survey/Testing 20%2,162,960$ Right-of-Way Acquisition 2.00$ 1,272,000$ 1,272,000$ Impact Fee Project Cost Estimate Total:14,249,760$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coit Rd. First St. to Frontier Pkwy. 6-Lane Divided 10,600 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-D Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,816,800$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Other -(531,915)$ Impact Fee Project Cost Estimate Total:1,284,885$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coit Rd. US 380 To First St. 4-Lane Divided 5,330 90 Raised 50 Widening of Coit Rd from two to four lanes. See note belows. Collin County Contribution Note: The widening of Coit Rd. and First St. to four lane divided sections was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes for both Coit Rd. and First St. (2-T) was $4,542,000. $1,816,800 (40%) of this cost has been included to cover the portion of the project on Coit Rd. from US 380 to First St. Collin County's contribution was $1,329,787 ($531,915 for this portion at 40%) and has been removed from the cost of this project to cover the portion of the project within these limits. Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-F Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 66 STA 2,000.00$ 132,000$ 2 Unclassified Street Excavation 27,000 CY 10.00$ 270,000$ 3 8" Concrete Pavement w/6" Curb 54,000 SY 44.00$ 2,376,000$ 4 6" Lime Stabilized Subgrade 56,900 SY 2.00$ 113,800$ 5 Lime for Stabilization (27lbs/SY) 770 TON 150.00$ 115,500$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 5,840 SY 50.00$ 292,000$ 8 Block Sodding and Topsoil 27,700 SY 5.00$ 138,500$ Paving Estimate Subtotal:3,455,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%69,200$ 10 5%172,800$ 11 3%103,700$ 12 20%691,100$ Other Components Estimate Subtotal:1,036,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 559,000.00$ 559,000$ 14 Illumination 496,900.00$ 496,900$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,305,900$ I, II, & III Construction Subtotal:5,798,000$ Mobilization 5%289,900$ Contingency 15%913,200$ Construction Cost Estimate Total:7,001,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,400,220$ Engineering/Survey/Testing 20%280,044$ Right-of-Way Acquisition 2.00$ 787,200$ 157,440$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,837,704$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane highway facility into a six-lane divided facility. Boundary between Prosper and McKinney's ETJ is on the CL of Custer Rd. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Custer Rd. US 380 to First St. 6-Lane Divided 6,560 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-G Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 41 STA 2,000.00$ 82,000$ 2 Unclassified Street Excavation 16,500 CY 10.00$ 165,000$ 3 8" Concrete Pavement w/6" Curb 33,000 SY 44.00$ 1,452,000$ 4 6" Lime Stabilized Subgrade 34,800 SY 2.00$ 69,600$ 5 Lime for Stabilization (27lbs/SY) 470 TON 150.00$ 70,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,570 SY 50.00$ 178,500$ 8 Block Sodding and Topsoil 17,000 SY 5.00$ 85,000$ Paving Estimate Subtotal:2,112,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%42,300$ 10 5%105,700$ 11 3%63,400$ 12 20%422,600$ Other Components Estimate Subtotal:634,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 341,700.00$ 341,700$ 14 Illumination 303,700.00$ 303,700$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:895,400$ I, II, & III Construction Subtotal:3,642,000$ Mobilization 5%182,100$ Contingency 15%573,700$ Construction Cost Estimate Total:4,397,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -879,560$ Engineering/Survey/Testing 20%175,912$ Right-of-Way Acquisition 2.00$ 481,200$ 96,240$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,151,712$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane highway facility into a six-lane divided facility. Boundary between Prosper and McKinney's ETJ is on the CL of Custer Rd. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Custer Rd. First St. to Prosper Trl. 6-Lane Divided 4,010 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-H Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 27 STA 2,000.00$ 54,000$ 2 Unclassified Street Excavation 10,800 CY 10.00$ 108,000$ 3 8" Concrete Pavement w/6" Curb 21,500 SY 44.00$ 946,000$ 4 6" Lime Stabilized Subgrade 22,600 SY 2.00$ 45,200$ 5 Lime for Stabilization (27lbs/SY) 310 TON 150.00$ 46,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 2,320 SY 50.00$ 116,000$ 8 Block Sodding and Topsoil 11,000 SY 5.00$ 55,000$ Paving Estimate Subtotal:1,378,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%27,600$ 10 5%69,000$ 11 3%41,400$ 12 20%275,700$ Other Components Estimate Subtotal:413,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 222,000.00$ 222,000$ 14 Illumination 197,300.00$ 197,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:419,300$ I, II, & III Construction Subtotal:2,211,200$ Mobilization 5%110,600$ Contingency 15%348,300$ Construction Cost Estimate Total:2,670,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -534,020$ Engineering/Survey/Testing 20%106,804$ Right-of-Way Acquisition 2.00$ 312,600$ 62,520$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)703,344$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane highway facility into a six-lane divided facility. Boundary between Prosper and McKinney's ETJ is on the CL of Custer Rd. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Custer Rd. Prosper Trl. To 2,605'N. of Prosper Trl. 6-Lane Divided 2,605 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-I Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,650,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL:3,650,000$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 BNSF RR to Preston Rd. 6-Lane Divided 4,915 120 Raised 74 Widening of Frontier Pkwy. (FM 1461) to a six-lane divided facility from the DNT to Preston Rd. is part of the 2007 Collin County Bond Program. See note below. Note: The widening of Frontier Pkwy. (Collin County Road No. 5/BUS 289) to a six-lane divided facility from the DNT to Preston Road is part of the 2007 Collin County Bond Program. The estimated cost of this project is $16 million which includes a $3.5 million overpass. Prosper is anticipated to pay $3,650,000 for the overpass which is all included in Service Area 2. Anticipated Town Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-J Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 52 STA 2,000.00$ 104,000$ 2 Unclassified Street Excavation 21,300 CY 10.00$ 213,000$ 3 8" Concrete Pavement w/6" Curb 42,600 SY 44.00$ 1,874,400$ 4 6" Lime Stabilized Subgrade 44,900 SY 2.00$ 89,800$ 5 Lime for Stabilization (27lbs/SY) 610 TON 150.00$ 91,500$ 6 Concrete Driveway Approach 5 EA 2,500.00$ 12,500$ 7 4" Concrete Sidewalk and Ramps 4,600 SY 50.00$ 230,000$ 8 Block Sodding and Topsoil 21,900 SY 5.00$ 109,500$ Paving Estimate Subtotal:2,724,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%54,500$ 10 5%136,300$ 11 3%81,800$ 12 20%545,000$ Other Components Estimate Subtotal:817,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 441,000.00$ 441,000$ 14 Illumination 392,000.00$ 392,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:833,000$ I, II, & III Construction Subtotal:4,375,300$ Mobilization 5%218,800$ Contingency 15%689,200$ Construction Cost Estimate Total:5,283,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,056,660$ Engineering/Survey/Testing 20%211,332$ Right-of-Way Acquisition 2.00$ 621,000$ 124,200$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,392,192$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. Boundary between Prosper and Celina is on the CL of Frontier Pkwy. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 Preston Rd to Coit Rd 6-Lane Divided 5,175 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-K Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 106 STA 2,000.00$ 212,000$ 2 Unclassified Street Excavation 43,300 CY 10.00$ 433,000$ 3 8" Concrete Pavement w/6" Curb 86,500 SY 44.00$ 3,806,000$ 4 6" Lime Stabilized Subgrade 91,200 SY 2.00$ 182,400$ 5 Lime for Stabilization (27lbs/SY) 1,240 TON 150.00$ 186,000$ 6 Concrete Driveway Approach 11 EA 2,500.00$ 27,500$ 7 4" Concrete Sidewalk and Ramps 9,360 SY 50.00$ 468,000$ 8 Block Sodding and Topsoil 44,500 SY 5.00$ 222,500$ Paving Estimate Subtotal:5,537,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%110,800$ 10 5%276,900$ 11 3%166,200$ 12 20%1,107,500$ Other Components Estimate Subtotal:1,661,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 896,500.00$ 896,500$ 14 Illumination 796,900.00$ 796,900$ 15 Drainage Structures -$ 500,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,193,400$ I, II, & III Construction Subtotal:9,392,200$ Mobilization 5%469,700$ Contingency 15%1,479,300$ Construction Cost Estimate Total:11,341,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,268,240$ Engineering/Survey/Testing 20%453,648$ Right-of-Way Acquisition 2.00$ 1,262,400$ 252,480$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)2,974,368$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Two Minor Stream Crossings $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. Boundary between Prosper and Celina is on the CL of Frontier Pkwy. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 Coit Rd. to 1,405' W. of Custer Rd 6-Lane Divided 10,520 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-L Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,546,100$ Engineering/Survey/Testing -$ Right-of-Way Acquisition -$ -$ Other -(1,197,565)$ Impact Fee Project Cost Estimate Total:1,348,535$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. BNSF RR to Preston Rd. 4-Lane Divided 5,860 Town of Prosper 90 Raised 50 Recoupment project for widening of roadway to 4-lane divided section. Note: The widening of Prosper Trl. To a four lane divided section was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes from the DNT to Preston Rd. was $4,715,000. $2,546,100 (54%) of this cost has been included to cover the portion of the project in Service Area 2 from BNSF RR to Preston Rd. Collin County's contribution was $2,217,713 from the DNT to Preston Rd. $1,197,565 (54%) of this contribution has been removed from the cost of this project to cover the portion of the project within these limits. Based on Actual Bid Tabs Cost per sq. ft.: Collin County Contribution 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-N Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 67 STA 2,000.00$ 134,000$ 2 Unclassified Street Excavation 18,500 CY 10.00$ 185,000$ 3 8" Concrete Pavement w/6" Curb 37,000 SY 44.00$ 1,628,000$ 4 6" Lime Stabilized Subgrade 39,900 SY 2.00$ 79,800$ 5 Lime for Stabilization (27lbs/SY) 540 TON 150.00$ 81,000$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 5,910 SY 50.00$ 295,500$ 8 Block Sodding and Topsoil 23,700 SY 5.00$ 118,500$ Paving Estimate Subtotal:2,539,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%50,800$ 10 5%127,000$ 11 3%76,200$ 12 20%507,900$ Other Components Estimate Subtotal:761,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 566,300.00$ 566,300$ 14 Illumination 503,400.00$ 503,400$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,319,700$ I, II, & III Construction Subtotal:4,620,900$ Mobilization 5%231,100$ Contingency 15%727,800$ Construction Cost Estimate Total:5,579,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -5,579,800$ Engineering/Survey/Testing 20%1,115,960$ Right-of-Way Acquisition 2.00$ 398,700$ 398,700$ Impact Fee Project Cost Estimate Total:7,094,460$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. Coit Rd. to 3,995' W. of Custer Rd 4-Lane Divided 6,645 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Oa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 10 STA 2,000.00$ 20,000$ 2 Unclassified Street Excavation 2,600 CY 10.00$ 26,000$ 3 8" Concrete Pavement w/6" Curb 5,100 SY 44.00$ 224,400$ 4 6" Lime Stabilized Subgrade 5,500 SY 2.00$ 11,000$ 5 Lime for Stabilization (27lbs/SY) 80 TON 150.00$ 12,000$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 810 SY 50.00$ 40,500$ 8 Block Sodding and Topsoil 3,300 SY 5.00$ 16,500$ Paving Estimate Subtotal:352,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%7,100$ 10 5%17,700$ 11 3%10,600$ 12 20%70,600$ Other Components Estimate Subtotal:106,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 77,500.00$ 77,500$ 14 Illumination 68,900.00$ 68,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:146,400$ I, II, & III Construction Subtotal:605,300$ Mobilization 5%30,300$ Contingency 15%95,400$ Construction Cost Estimate Total:731,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -731,000$ Engineering/Survey/Testing 20%146,200$ Right-of-Way Acquisition 2.00$ 54,600$ 54,600$ Impact Fee Project Cost Estimate Total:931,800$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 3,995' W. of Custer Rd to 3,085' W. of Custer Rd 4-Lane Divided 910 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. The boundary between Prosper and Prosper's ETJ is on the centerline of Prosper Trl. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Ob Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 5 STA 2,000.00$ 10,000$ 2 Unclassified Street Excavation 1,300 CY 10.00$ 13,000$ 3 8" Concrete Pavement w/6" Curb 2,500 SY 44.00$ 110,000$ 4 6" Lime Stabilized Subgrade 2,700 SY 2.00$ 5,400$ 5 Lime for Stabilization (27lbs/SY) 40 TON 150.00$ 6,000$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 400 SY 50.00$ 20,000$ 8 Block Sodding and Topsoil 1,600 SY 5.00$ 8,000$ Paving Estimate Subtotal:174,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%3,500$ 10 5%8,800$ 11 3%5,300$ 12 20%35,000$ Other Components Estimate Subtotal:52,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 37,500.00$ 37,500$ 14 Illumination 33,300.00$ 33,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:70,800$ I, II, & III Construction Subtotal:298,300$ Mobilization 5%15,000$ Contingency 15%47,000$ Construction Cost Estimate Total:360,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -360,300$ Engineering/Survey/Testing 20%72,060$ Right-of-Way Acquisition 2.00$ 26,400$ 26,400$ Impact Fee Project Cost Estimate Total:458,760$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 3,085' W. of Custer Rd to 2,645' W. of Custer Rd 4-Lane Divided 440 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-P Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 8 STA 2,000.00$ 16,000$ 2 Unclassified Street Excavation 2,100 CY 10.00$ 21,000$ 3 8" Concrete Pavement w/6" Curb 4,100 SY 44.00$ 180,400$ 4 6" Lime Stabilized Subgrade 4,400 SY 2.00$ 8,800$ 5 Lime for Stabilization (27lbs/SY) 60 TON 150.00$ 9,000$ 6 Concrete Driveway Approach 0 EA 2,500.00$ -$ 7 4" Concrete Sidewalk and Ramps 650 SY 50.00$ 32,500$ 8 Block Sodding and Topsoil 2,600 SY 5.00$ 13,000$ Paving Estimate Subtotal:280,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%5,700$ 10 5%14,100$ 11 3%8,500$ 12 20%56,200$ Other Components Estimate Subtotal:84,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 62,200.00$ 62,200$ 14 Illumination 55,300.00$ 55,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:117,500$ I, II, & III Construction Subtotal:482,700$ Mobilization 5%24,200$ Contingency 15%76,100$ Construction Cost Estimate Total:583,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -583,000$ Engineering/Survey/Testing 20%116,600$ Right-of-Way Acquisition 2.00$ 43,800$ 43,800$ Impact Fee Project Cost Estimate Total:743,400$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 2,645' W. of Custer Rd to 1,915' W. of Custer Rd 4-Lane Divided 730 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. The boundary between Prosper and Prosper's ETJ is on the centerline of Prosper Trl. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Q Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 20 STA 2,000.00$ 40,000$ 2 Unclassified Street Excavation 5,400 CY 10.00$ 54,000$ 3 8" Concrete Pavement w/6" Curb 10,700 SY 44.00$ 470,800$ 4 6" Lime Stabilized Subgrade 11,500 SY 2.00$ 23,000$ 5 Lime for Stabilization (27lbs/SY) 160 TON 150.00$ 24,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,710 SY 50.00$ 85,500$ 8 Block Sodding and Topsoil 6,900 SY 5.00$ 34,500$ Paving Estimate Subtotal:736,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%14,800$ 10 5%36,900$ 11 3%22,200$ 12 20%147,400$ Other Components Estimate Subtotal:221,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 163,200.00$ 163,200$ 14 Illumination 145,000.00$ 145,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:308,200$ I, II, & III Construction Subtotal:1,266,300$ Mobilization 5%63,400$ Contingency 15%199,500$ Construction Cost Estimate Total:1,529,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,529,200$ Engineering/Survey/Testing 20%305,840$ Right-of-Way Acquisition 2.00$ 114,900$ 114,900$ Impact Fee Project Cost Estimate Total:1,949,940$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 1,915' W. of Custer Rd to Custer Rd 4-Lane Divided 1,915 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-S Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 7,400 CY 10.00$ 74,000$ 3 8" Concrete Pavement w/6" Curb 14,700 SY 44.00$ 646,800$ 4 6" Lime Stabilized Subgrade 15,200 SY 2.00$ 30,400$ 5 Lime for Stabilization (27lbs/SY) 210 TON 150.00$ 31,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,250 SY 50.00$ 162,500$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,000,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%20,100$ 10 5%50,100$ 11 3%30,100$ 14 20%200,100$ Other Components Estimate Subtotal:300,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 12 Landscaping 207,500.00$ 207,500$ 13 Illumination 184,400.00$ 184,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:391,900$ I, II, & III Construction Subtotal:1,692,500$ Mobilization 5%84,700$ Contingency 15%266,600$ Construction Cost Estimate Total:2,043,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,043,800$ Engineering/Survey/Testing 20%408,760$ Right-of-Way Acquisition 2.00$ 97,400$ 97,400$ Impact Fee Project Cost Estimate Total:2,549,960$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate First St. N. Coleman St. to Craig St. 3-Lane 2,435 Town of Prosper 65 TWLTL 54 Reconstruction of an existing two-lane asphalt facility into a three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-T Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,725,200$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Other -(797,872)$ Impact Fee Project Cost Estimate Total:1,927,328$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate First St. Craig St. to Coit Rd. 4-Lane Divided 7,965 90 Raised 50 Widening of First St from two to four lanes. See note belows. Note: The widening of Coit Rd. and First St. to four lane divided sections was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes for both Coit Rd. (2-D) and First St. was $4,542,000. $2,725,200 (60%) of this cost has been included to cover the portion of the project on First St. from Craig St. to Coit Rd. Collin County's contribution was $1,329,787 ($797,872 for this portion at 60%) and has been removed from the cost of this project to cover the portion of the project within these limits. Collin County Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-U Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 109 STA 2,000.00$ 218,000$ 2 Unclassified Street Excavation 30,100 CY 10.00$ 301,000$ 3 8" Concrete Pavement w/6" Curb 60,200 SY 44.00$ 2,648,800$ 4 6" Lime Stabilized Subgrade 65,000 SY 2.00$ 130,000$ 5 Lime for Stabilization (27lbs/SY) 880 TON 150.00$ 132,000$ 6 Concrete Driveway Approach 11 EA 2,500.00$ 27,500$ 7 4" Concrete Sidewalk and Ramps 9,630 SY 50.00$ 481,500$ 8 Block Sodding and Topsoil 38,600 SY 5.00$ 193,000$ Paving Estimate Subtotal:4,131,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%82,700$ 10 5%206,600$ 11 3%124,000$ 12 20%826,400$ Other Components Estimate Subtotal:1,239,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 923,000.00$ 923,000$ 14 Illumination 820,400.00$ 820,400$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,993,400$ I, II, & III Construction Subtotal:7,364,900$ Mobilization 5%368,300$ Contingency 15%1,160,000$ Construction Cost Estimate Total:8,893,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -8,893,200$ Engineering/Survey/Testing 20%1,778,640$ Right-of-Way Acquisition 2.00$ 649,800$ 649,800$ Impact Fee Project Cost Estimate Total:11,321,640$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate First St. Coit Rd. to Custer Rd. 4-Lane Divided 10,830 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-V Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 45 STA 2,000.00$ 90,000$ 2 Unclassified Street Excavation 12,400 CY 10.00$ 124,000$ 3 8" Concrete Pavement w/6" Curb 24,700 SY 44.00$ 1,086,800$ 4 6" Lime Stabilized Subgrade 26,700 SY 2.00$ 53,400$ 5 Lime for Stabilization (27lbs/SY) 370 TON 150.00$ 55,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,960 SY 50.00$ 198,000$ 8 Block Sodding and Topsoil 15,900 SY 5.00$ 79,500$ Paving Estimate Subtotal:1,697,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%34,000$ 10 5%84,900$ 11 3%51,000$ 12 20%339,500$ Other Components Estimate Subtotal:509,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 378,800.00$ 378,800$ 14 Illumination 336,700.00$ 336,700$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:715,500$ I, II, & III Construction Subtotal:2,922,100$ Mobilization 5%146,200$ Contingency 15%460,300$ Construction Cost Estimate Total:3,528,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,528,600$ Engineering/Survey/Testing 20%705,720$ Right-of-Way Acquisition 2.00$ 800,100$ 800,100$ Impact Fee Project Cost Estimate Total:5,034,420$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Lovers Ln. BNSF RR to Preston Rd. 4-Lane Divided 4,445 Town of Prosper 90 Raised 50 Construction of a new-four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-W Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 34 STA 2,000.00$ 68,000$ 2 Unclassified Street Excavation 9,400 CY 10.00$ 94,000$ 3 8" Concrete Pavement w/6" Curb 18,800 SY 44.00$ 827,200$ 4 6" Lime Stabilized Subgrade 20,300 SY 2.00$ 40,600$ 5 Lime for Stabilization (27lbs/SY) 280 TON 150.00$ 42,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 3,000 SY 50.00$ 150,000$ 8 Block Sodding and Topsoil 12,000 SY 5.00$ 60,000$ Paving Estimate Subtotal:1,289,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%25,800$ 10 5%64,500$ 11 3%38,700$ 12 20%257,900$ Other Components Estimate Subtotal:386,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 287,600.00$ 287,600$ 14 Illumination 255,600.00$ 255,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:543,200$ I, II, & III Construction Subtotal:2,219,400$ Mobilization 5%111,000$ Contingency 15%349,600$ Construction Cost Estimate Total:2,680,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,680,000$ Engineering/Survey/Testing 20%536,000$ Right-of-Way Acquisition 2.00$ 202,500$ 202,500$ Impact Fee Project Cost Estimate Total:3,418,500$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Lovers Ln. Preston Rd. to US 380 4-Lane Divided 3,375 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane gravel facility into a new-four lane divided facility located between Preston Rd. and the US 380. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Xa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 39 STA 2,000.00$ 78,000$ 2 Unclassified Street Excavation 10,900 CY 10.00$ 109,000$ 3 8" Concrete Pavement w/6" Curb 21,700 SY 44.00$ 954,800$ 4 6" Lime Stabilized Subgrade 23,400 SY 2.00$ 46,800$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,460 SY 50.00$ 173,000$ 8 Block Sodding and Topsoil 13,900 SY 5.00$ 69,500$ Paving Estimate Subtotal:1,489,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%29,800$ 10 5%74,500$ 11 3%44,700$ 12 20%297,900$ Other Components Estimate Subtotal:446,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 331,500.00$ 331,500$ 14 Illumination 294,600.00$ 294,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:626,100$ I, II, & III Construction Subtotal:2,562,100$ Mobilization 5%128,200$ Contingency 15%403,600$ Construction Cost Estimate Total:3,093,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,093,900$ Engineering/Survey/Testing 20%618,780$ Right-of-Way Acquisition 2.00$ 700,200$ 700,200$ Impact Fee Project Cost Estimate Total:4,412,880$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Richland Blvd. N. Coleman St. to 700' W. of La Cima 4-Lane Divided 3,890 Town of Prosper 90 Raised 50 Construction of a new-four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Xb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 12 STA 2,000.00$ 24,000$ 2 Unclassified Street Excavation 1,600 CY 10.00$ 16,000$ 3 8" Concrete Pavement w/6" Curb 3,200 SY 44.00$ 140,800$ 4 6" Lime Stabilized Subgrade 3,800 SY 2.00$ 7,600$ 5 Lime for Stabilization (27lbs/SY) 60 TON 150.00$ 9,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 520 SY 50.00$ 26,000$ 8 Block Sodding and Topsoil 2,100 SY 5.00$ 10,500$ Paving Estimate Subtotal:238,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%4,800$ 10 5%12,000$ 11 3%7,200$ 12 20%47,800$ Other Components Estimate Subtotal:71,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 98,000.00$ 98,000$ 14 Illumination 87,100.00$ 87,100$ 15 Drainage Structures 100,000.00$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:285,100$ I, II, & III Construction Subtotal:595,800$ Mobilization 5%29,800$ Contingency 15%93,900$ Construction Cost Estimate Total:719,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -719,500$ Engineering/Survey/Testing 20%143,900$ Right-of-Way Acquisition 2.00$ 207,000$ 207,000$ Impact Fee Project Cost Estimate Total:1,070,400$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Richland Blvd. 700' W. of La Cima to 450' E. of La Cima 2-Lane Divided 1,150 90 Raised 25 Construction of remaining 2 lanes of ultimate four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Xc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 30 STA 2,000.00$ 60,000$ 2 Unclassified Street Excavation 8,300 CY 10.00$ 83,000$ 3 8" Concrete Pavement w/6" Curb 16,600 SY 44.00$ 730,400$ 4 6" Lime Stabilized Subgrade 17,900 SY 2.00$ 35,800$ 5 Lime for Stabilization (27lbs/SY) 250 TON 150.00$ 37,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 2,650 SY 50.00$ 132,500$ 8 Block Sodding and Topsoil 10,600 SY 5.00$ 53,000$ Paving Estimate Subtotal:1,139,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%22,800$ 10 5%57,000$ 11 3%34,200$ 12 20%228,000$ Other Components Estimate Subtotal:342,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 253,900.00$ 253,900$ 14 Illumination 225,700.00$ 225,700$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:479,600$ I, II, & III Construction Subtotal:1,961,300$ Mobilization 5%98,100$ Contingency 15%309,000$ Construction Cost Estimate Total:2,368,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,368,400$ Engineering/Survey/Testing 20%473,680$ Right-of-Way Acquisition 2.00$ 536,400$ 536,400$ Impact Fee Project Cost Estimate Total:3,378,480$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Richland Blvd. 450' E. of La Cima to Prosper Commons 4-Lane Divided 2,980 90 Raised 50 Construction of a new-four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Ya Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 42 STA 2,000.00$ 84,000$ 2 Unclassified Street Excavation 11,500 CY 10.00$ 115,000$ 3 8" Concrete Pavement w/6" Curb 22,900 SY 44.00$ 1,007,600$ 4 6" Lime Stabilized Subgrade 24,800 SY 2.00$ 49,600$ 5 Lime for Stabilization (27lbs/SY) 340 TON 150.00$ 51,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,670 SY 50.00$ 183,500$ 8 Block Sodding and Topsoil 14,700 SY 5.00$ 73,500$ Paving Estimate Subtotal:1,569,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,400$ 10 5%78,500$ 11 3%47,100$ 12 20%313,900$ Other Components Estimate Subtotal:470,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 351,100.00$ 351,100$ 14 Illumination 312,100.00$ 312,100$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:913,200$ I, II, & III Construction Subtotal:2,953,300$ Mobilization 5%147,700$ Contingency 15%465,200$ Construction Cost Estimate Total:3,566,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,566,200$ Engineering/Survey/Testing 20%713,240$ Right-of-Way Acquisition 2.00$ 247,200$ 247,200$ Impact Fee Project Cost Estimate Total:4,526,640$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Preston Rd. to First St. 4-Lane Divided 4,120 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Yb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 7,400 CY 10.00$ 74,000$ 3 8" Concrete Pavement w/6" Curb 14,700 SY 44.00$ 646,800$ 4 6" Lime Stabilized Subgrade 15,200 SY 2.00$ 30,400$ 5 Lime for Stabilization (27lbs/SY) 210 TON 150.00$ 31,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,250 SY 50.00$ 162,500$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,000,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%20,100$ 10 5%50,100$ 11 3%30,100$ 12 20%200,100$ Other Components Estimate Subtotal:300,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 207,500.00$ 207,500$ 14 Illumination 184,400.00$ 184,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:391,900$ I, II, & III Construction Subtotal:1,692,500$ Mobilization 5%84,700$ Contingency 15%266,600$ Construction Cost Estimate Total:2,043,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,043,800$ Engineering/Survey/Testing 20%408,760$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,452,560$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. First St. to Reynolds Middle School 3-Lane 2,435 65 TWLTL 54 Reconstruction of an existing two-lane asphalt facility into a three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Z Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 19 STA 2,000.00$ 38,000$ 2 Unclassified Street Excavation 5,300 CY 10.00$ 53,000$ 3 8" Concrete Pavement w/6" Curb 10,500 SY 44.00$ 462,000$ 4 6" Lime Stabilized Subgrade 11,300 SY 2.00$ 22,600$ 5 Lime for Stabilization (27lbs/SY) 160 TON 150.00$ 24,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,680 SY 50.00$ 84,000$ 8 Block Sodding and Topsoil 6,700 SY 5.00$ 33,500$ Paving Estimate Subtotal:722,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%14,500$ 10 5%36,200$ 11 3%21,700$ 12 20%144,500$ Other Components Estimate Subtotal:216,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 160,200.00$ 160,200$ 14 Illumination 142,400.00$ 142,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:302,600$ I, II, & III Construction Subtotal:1,241,600$ Mobilization 5%62,100$ Contingency 15%195,600$ Construction Cost Estimate Total:1,499,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,499,300$ Engineering/Survey/Testing 20%299,860$ Right-of-Way Acquisition 2.00$ 112,800$ 112,800$ Impact Fee Project Cost Estimate Total:1,911,960$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Reynolds Middle School to Prosper Trl. 4-Lane Divided 1,880 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-AAa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 3,400 CY 10.00$ 34,000$ 3 8" Concrete Pavement w/6" Curb 6,700 SY 44.00$ 294,800$ 4 6" Lime Stabilized Subgrade 7,800 SY 2.00$ 15,600$ 5 Lime for Stabilization (27lbs/SY) 110 TON 150.00$ 16,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,070 SY 50.00$ 53,500$ 8 Block Sodding and Topsoil 4,300 SY 5.00$ 21,500$ Paving Estimate Subtotal:490,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%9,900$ 10 5%24,600$ 11 3%14,800$ 12 20%98,200$ Other Components Estimate Subtotal:147,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 204,900.00$ 204,900$ 14 Illumination 182,100.00$ 182,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:387,000$ I, II, & III Construction Subtotal:1,025,400$ Mobilization 5%51,300$ Contingency 15%161,600$ Construction Cost Estimate Total:1,238,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,238,300$ Engineering/Survey/Testing 20%247,660$ Right-of-Way Acquisition 2.00$ 72,150$ 72,150$ Impact Fee Project Cost Estimate Total:1,558,110$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Prosper Trl. To Talon 2-Lane Divided 2,405 Town of Prosper 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-BBa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 34 STA 2,000.00$ 68,000$ 2 Unclassified Street Excavation 4,700 CY 10.00$ 47,000$ 3 8" Concrete Pavement w/6" Curb 9,400 SY 44.00$ 413,600$ 4 6" Lime Stabilized Subgrade 10,900 SY 2.00$ 21,800$ 5 Lime for Stabilization (27lbs/SY) 150 TON 150.00$ 22,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,510 SY 50.00$ 75,500$ 8 Block Sodding and Topsoil 6,100 SY 5.00$ 30,500$ Paving Estimate Subtotal:686,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%13,800$ 10 5%34,400$ 11 3%20,600$ 12 20%137,300$ Other Components Estimate Subtotal:206,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 288,000.00$ 288,000$ 14 Illumination 256,000.00$ 256,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:544,000$ I, II, & III Construction Subtotal:1,436,500$ Mobilization 5%71,900$ Contingency 15%226,300$ Construction Cost Estimate Total:1,734,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,734,700$ Engineering/Survey/Testing 20%346,940$ Right-of-Way Acquisition 2.00$ 101,400$ 101,400$ Impact Fee Project Cost Estimate Total:2,183,040$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Talon To Victory Ln 2-Lane Divided 3,380 Town of Prosper 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-CCa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 27 STA 2,000.00$ 54,000$ 2 Unclassified Street Excavation 3,700 CY 10.00$ 37,000$ 3 8" Concrete Pavement w/6" Curb 7,400 SY 44.00$ 325,600$ 4 6" Lime Stabilized Subgrade 8,600 SY 2.00$ 17,200$ 5 Lime for Stabilization (27lbs/SY) 120 TON 150.00$ 18,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,190 SY 50.00$ 59,500$ 8 Block Sodding and Topsoil 4,800 SY 5.00$ 24,000$ Paving Estimate Subtotal:542,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%10,900$ 10 5%27,200$ 11 3%16,300$ 12 20%108,600$ Other Components Estimate Subtotal:163,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 226,700.00$ 226,700$ 14 Illumination 201,500.00$ 201,500$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:428,200$ I, II, & III Construction Subtotal:1,134,000$ Mobilization 5%56,700$ Contingency 15%178,700$ Construction Cost Estimate Total:1,369,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,369,400$ Engineering/Survey/Testing 20%273,880$ Right-of-Way Acquisition 2.00$ 79,800$ 79,800$ Impact Fee Project Cost Estimate Total:1,723,080$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Victory Ln. to Preston Rd. 2-Lane Divided 2,660 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-DD Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 19 STA 2,000.00$ 38,000$ 2 Unclassified Street Excavation 5,300 CY 10.00$ 53,000$ 3 8" Concrete Pavement w/6" Curb 10,500 SY 44.00$ 462,000$ 4 6" Lime Stabilized Subgrade 11,300 SY 2.00$ 22,600$ 5 Lime for Stabilization (27lbs/SY) 160 TON 150.00$ 24,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,680 SY 50.00$ 84,000$ 8 Block Sodding and Topsoil 6,700 SY 5.00$ 33,500$ Paving Estimate Subtotal:722,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%14,500$ 10 5%36,200$ 11 3%21,700$ 12 20%144,500$ Other Components Estimate Subtotal:216,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 160,200.00$ 160,200$ 14 Illumination 142,400.00$ 142,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:302,600$ I, II, & III Construction Subtotal:1,241,600$ Mobilization 5%62,100$ Contingency 15%195,600$ Construction Cost Estimate Total:1,499,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,499,300$ Engineering/Survey/Testing 20%299,860$ Right-of-Way Acquisition 2.00$ 338,400$ 338,400$ Impact Fee Project Cost Estimate Total:2,137,560$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Victory Ln. Coleman St. to Frontier Pkwy. 4-Lane Divided 1,880 Town of Prosper 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-EE Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 33 STA 2,000.00$ 66,000$ 2 Unclassified Street Excavation 9,700 CY 10.00$ 97,000$ 3 8" Concrete Pavement w/6" Curb 19,400 SY 44.00$ 853,600$ 4 6" Lime Stabilized Subgrade 20,100 SY 2.00$ 40,200$ 5 Lime for Stabilization (27lbs/SY) 280 TON 150.00$ 42,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 4,300 SY 50.00$ 215,000$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,318,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%26,400$ 10 5%66,000$ 11 3%39,600$ 12 20%263,800$ Other Components Estimate Subtotal:395,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 274,400.00$ 274,400$ 14 Illumination 243,900.00$ 243,900$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:768,300$ I, II, & III Construction Subtotal:2,482,900$ Mobilization 5%124,200$ Contingency 15%391,100$ Construction Cost Estimate Total:2,998,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,998,200$ Engineering/Survey/Testing 20%599,640$ Right-of-Way Acquisition 2.00$ 418,600$ 418,600$ Impact Fee Project Cost Estimate Total:4,016,440$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate McKinley St. First St. to Coleman St. 3-Lane 3,220 65 TWLTL 54 Construction of a new three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-FF Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 23 STA 2,000.00$ 46,000$ 2 Unclassified Street Excavation 6,700 CY 10.00$ 67,000$ 3 8" Concrete Pavement w/6" Curb 13,400 SY 44.00$ 589,600$ 4 6" Lime Stabilized Subgrade 13,900 SY 2.00$ 27,800$ 5 Lime for Stabilization (27lbs/SY) 190 TON 150.00$ 28,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 2,960 SY 50.00$ 148,000$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:911,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%18,300$ 10 5%45,600$ 11 3%27,400$ 12 20%182,400$ Other Components Estimate Subtotal:273,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 189,200.00$ 189,200$ 14 Illumination 168,100.00$ 168,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:357,300$ I, II, & III Construction Subtotal:1,542,900$ Mobilization 5%77,200$ Contingency 15%243,100$ Construction Cost Estimate Total:1,863,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,863,200$ Engineering/Survey/Testing 20%372,640$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,235,840$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Craig Rd. Preston Rd. to Broadway St. 3-Lane 2,220 65 TWLTL 54 Reconstruction of an existing two-lane asphalt facility into a three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Gga Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 12 STA 2,000.00$ 24,000$ 2 Unclassified Street Excavation 1,700 CY 10.00$ 17,000$ 3 8" Concrete Pavement w/6" Curb 3,300 SY 44.00$ 145,200$ 4 6" Lime Stabilized Subgrade 3,500 SY 2.00$ 7,000$ 5 Lime for Stabilization (27lbs/SY) 50 TON 150.00$ 7,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 5,180 SY 50.00$ 259,000$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:464,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%9,300$ 10 5%23,300$ 11 3%14,000$ 12 20%93,000$ Other Components Estimate Subtotal:139,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 99,200.00$ 99,200$ 14 Illumination 88,200.00$ 88,200$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:187,400$ I, II, & III Construction Subtotal:791,700$ Mobilization 5%39,600$ Contingency 15%124,700$ Construction Cost Estimate Total:956,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -956,000$ Engineering/Survey/Testing 20%191,200$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:1,147,200$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Broadway St. McKinley St. to Coleman 2-Lane 1,165 100 None 25 Reconstruction of an existing two-lane asphalt facility into a tw-lane undivided facility with on-street parking per Old Town Transportation Plan. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-GGb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 37 STA 2,000.00$ 74,000$ 2 Unclassified Street Excavation 7,000 CY 10.00$ 70,000$ 3 8" Concrete Pavement w/6" Curb 13,900 SY 44.00$ 611,600$ 4 6" Lime Stabilized Subgrade 14,700 SY 2.00$ 29,400$ 5 Lime for Stabilization (27lbs/SY) 200 TON 150.00$ 30,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 6,520 SY 50.00$ 326,000$ 8 Block Sodding and Topsoil 13,900 SY 5.00$ 69,500$ Paving Estimate Subtotal:1,215,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%24,400$ 10 5%60,800$ 11 3%36,500$ 14 20%243,100$ Other Components Estimate Subtotal:364,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 12 Landscaping 312,300.00$ 312,300$ 13 Illumination 277,600.00$ 277,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:589,900$ I, II, & III Construction Subtotal:2,170,200$ Mobilization 5%108,600$ Contingency 15%341,900$ Construction Cost Estimate Total:2,620,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,620,700$ Engineering/Survey/Testing 20%524,140$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:3,144,840$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 100 Raised 34 Reconstruction of an existing two-lane asphalt facility into a two-lane divided facility per Old Town Transportation Plan. Pavement Markings & Signage Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Broadway St. Coleman to Preston Rd. 2-Lane 3,665 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix G CIP Service Units of Supply Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n P e a k H o u r V o l u m e * VM T S u p p l y V M T D e m a n d E x c e s s Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a A B T o t a l Pk H r T o t a l P k H r T o t a l V M T C a p a c i t y 52 8 0 1/ X 1- A FM 1 3 8 5 US 3 8 0 Ge e R d Ne w 0. 9 4 50 % 40 6 0 40 6 1 9 7 4 3 8 2 1 5 9 2 1/ X 1- B FM 1 3 8 5 Ge e R d Pa r v i n R d Ne w 1. 3 9 50 % 40 6 0 40 6 2 9 1 9 5 6 4 2 3 5 5 1 1- C a Ge e R d US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 6 10 0 % 50 5 0 10 0 1 0 6 4 76 9 8 8 1 1- C b Ge e R d US 3 8 0 Fi s h T r a p R d Ne w 0. 7 6 10 0 % 0 0 0 2 1 2 8 0 2 1 2 8 1 1- C c Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % 50 5 0 10 0 1 0 2 2 73 9 4 9 1 1- C d Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % 0 0 0 2 0 4 4 0 2 0 4 4 1 1- D a Te e l P k w y US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 3 10 0 % 20 0 1 0 0 30 0 1 0 2 2 2 1 9 8 0 3 1 1- D b Te e l P k w y US 3 8 0 Fi s h T r a p R d Ne w 0. 7 3 10 0 % 0 0 0 2 0 4 4 0 2 0 4 4 1/ X 1- E a Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l R e c o u p 0. 7 5 50 % 0 1 0 0 10 0 5 2 5 75 4 5 0 1/ X 1- E b Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l N e w 0. 7 5 50 % 0 0 0 1 0 5 0 0 1 0 5 0 1/ X 1- E c Te e l P k w y 26 8 0 ' S o f P r o s p e r T r l 1 7 0 5 ' S o f P r o s p e r T r l N e w 0. 1 8 50 % 0 1 0 0 10 0 3 7 8 18 3 6 0 1 1- F Te e l P k w y 17 0 5 ' S o f P r o s p e r T r l P r o s p e r T r l Ne w 0. 3 2 10 0 % 20 0 1 0 0 30 0 1 3 4 4 96 1 2 4 8 1 1- G Te e l P k w y Pr o s p e r T r l Pa r v i n R d Ne w 0. 5 4 10 0 % 0 0 0 2 2 6 8 0 2 2 6 8 1 1- H a Le g a c y D r US 3 8 0 Pr a i r i e D r Re c o u p 0. 3 9 10 0 % 50 5 0 10 0 5 4 6 39 5 0 7 1 1- H b Le g a c y D r US 3 8 0 Pr a i r i e D r Ne w 0. 3 9 10 0 % 0 0 0 1 0 9 2 0 1 0 9 2 1 1- H c Le g a c y D r Pr a i r i e D r Fi s h T r a p R d Ne w 0. 6 0 10 0 % 0 0 0 2 5 2 0 0 2 5 2 0 1 1- I Le g a c y D r Fi s h T r a p R d Ex . P a r v i n R d Ne w 1. 6 8 10 0 % 50 5 0 10 0 7 0 5 6 1 6 8 6 8 8 8 1/ X 1- J Le g a c y D r Ex . P a r v i n R d Fr o n t i e r P k w y Ne w 0. 4 6 50 % 50 0 50 9 6 6 23 9 4 3 1 1- K DN T E C o l l e c t o r US 3 8 0 13 2 0 ' S o f F i s h T r a p R d N e w 0. 7 7 10 0 % 0 0 0 6 9 3 0 6 9 3 1 1- L DN T E C o l l e c t o r 13 2 0 ' S o f F i s h T r a p R d F i s h T r a p R d Ne w 0. 2 5 10 0 % 20 2 0 40 2 2 5 10 2 1 5 1 1- M a Co o k L n Fi s h T r a p R d 13 2 0 ' S o f P r o s p e r T r l N e w 0. 7 5 10 0 % 0 0 0 6 7 5 0 6 7 5 1 1- M b DN T E C o l l e c t o r Pr o s p e r T r l Fr o n t i e r P k w y Ne w 1. 0 0 10 0 % 0 0 0 9 0 0 0 9 0 0 1/ X 1- N Pa r v i n R d FM 1 3 8 5 36 8 0 ' E o f T e e l P k w y N e w 2. 4 4 50 % 50 0 50 5 1 2 4 1 2 2 5 0 0 2 1/ X 1- O Fr o n t i e r P k w y / F M 1 4 6 1 L e g a c y D r DN T Ne w 1. 0 8 50 % 23 3 0 23 3 2 2 6 8 2 5 2 2 0 1 6 1/ X 1- P Fr o n t i e r P k w y / F M 1 4 6 1 D N T BN S F R R Ne w 1. 0 9 50 % 23 3 0 23 3 2 2 8 9 2 5 4 2 0 3 5 1 1- Q Pr o s p e r T r l T e e l P k w y 36 6 0 ' E o f T e e l P k w y N e w 0. 6 9 10 0 % 63 7 1 13 4 1 7 9 4 92 1 7 0 2 1 1- R E- W C o l l e c t o r DN T DN T E C o l l e c t o r Ne w 0. 4 8 10 0 % 0 0 0 4 3 2 0 4 3 2 1/ X 1- S Pr o s p e r T r l 2 1 1 0 ' W o f L e g a c y D r 1 6 0 0 ' W o f L e g a c y D r N e w 0. 1 0 50 % 63 0 63 1 3 0 6 1 2 4 1 1- T Pr o s p e r T r l 1 6 0 0 ' W o f L e g a c y D r D N T Ne w 1. 3 9 10 0 % 63 7 1 13 4 3 6 1 4 1 8 6 3 4 2 8 1 1- U Pr o s p e r T r l D N T BN S F R R Re c o u p 0. 8 4 10 0 % 25 2 2 8 2 53 4 2 1 8 4 4 4 9 1 7 3 5 1 1- V a Fi s h T r a p R d Ge e R d Te e l P k w y Ne w 1. 2 2 10 0 % 88 7 4 16 2 1 5 8 6 1 9 8 1 3 8 8 1 1- V b Fi s h T r a p R d Ge e R d Te e l P k w y Re c o u p 1. 2 2 10 0 % 0 0 0 1 5 8 6 0 1 5 8 6 1/ X 1- W Fi s h T r a p R d Te e l P k w y 25 3 0 ' E o f T e e l P k w y N e w 0. 4 8 50 % 88 0 88 3 1 2 42 2 7 0 1 1- X a Fi s h T r a p R d 25 3 0 ' E o f T e e l P k w y D N T Ne w 1. 9 9 10 0 % 88 7 4 16 2 5 1 7 4 3 2 2 4 8 5 2 1 1- X b Fi r s t S t DN T BN S F R R Ne w 0. 6 5 10 0 % 88 7 4 16 2 1 6 9 0 1 0 5 1 5 8 5 1 1- Y a Pr a i r i e D r T e e l P k w y W i n d i n g O a k Ne w 0. 8 4 10 0 % 0 0 0 2 1 8 4 0 2 1 8 4 1 1- Y b Pr a i r i e D r W i n d i n g O a k Le g a c y D r Re c o u p 0. 2 6 10 0 % 20 2 0 40 3 3 8 10 3 2 8 1 1- Y c Pr a i r i e D r W i n d i n g O a k Le g a c y D r Ne w 0. 2 6 10 0 % 0 0 0 3 3 8 0 3 3 8 1 1- Y d Pr a i r i e D r L e g a c y D r Fi s h T r a p R d Ne w 1. 6 1 10 0 % 0 0 0 4 1 8 6 0 4 1 8 6 1 1- Z Sh a w n e e T r l Fi s h T r a p R d Pa r v i n R d Ne w 2. 0 5 10 0 % 0 0 0 5 3 3 0 0 5 3 3 0 1 1- A A Lo v e r s L n US 3 8 0 BN S F R R Ne w 1. 8 4 10 0 % 0 0 0 4 7 8 4 0 4 7 8 4 1 1- B B DN T F r o n t a g e R d US 3 8 0 Fr o n t i e r P k w y Ne w 3. 0 0 10 0 % 0 0 0 2 7 0 0 0 2 7 0 0 1 I- 1 Si g n a l I n s t a l l a t i o n DN T Fr o n t i e r P k w y Ne w 0. 0 0 10 0 % 0 0 0 0 1 I- 2 Si g n a l I n s t a l l a t i o n DN T Pr o s p e r T r l Ne w 0. 0 0 10 0 % 0 0 0 0 1 I- 3 Si g n a l I n s t a l l a t i o n DN T Fi r s t S t Ne w 0. 0 0 10 0 % 0 0 0 0 Su b - t o t a l S A 1 39 . 1 3 40 9 7 8 2 4 9 8 3 7 8 2 7 8 7 1 6 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n P e a k H o u r V o l u m e * VM T S u p p l y V M T D e m a n d E x c e s s C I P V M T Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a A B T o t a l Pk H r T o t a l P k H r T o t a l V M T C a p a c i t y D e f i c i e n c y 52 8 0 2 2- A Pr e s t o n R d US 3 8 0 Fr o n t i e r P k w y Re c o u p 3. 2 5 10 0 % 11 9 3 8 1 2 20 0 5 1 3 6 5 0 6 5 1 6 7 1 3 4 0 2 2- B Co i t R d US 3 8 0 Fi r s t S t Ne w 1. 0 1 10 0 % 0 0 0 1 4 1 4 0 1 4 1 4 0 2 2- C Co i t R d Fi r s t S t Fr o n t i e r P k w y Ne w 2. 0 1 10 0 % 20 0 2 3 1 43 1 8 4 4 2 8 6 6 7 5 7 6 0 2 2- D Co i t R d US 3 8 0 Fi r s t S t Re c o u p 1. 0 1 10 0 % 63 7 2 5 7 89 4 2 8 2 8 9 0 3 1 9 2 5 0 2 2- E Ha y s R d Fi r s t S t Pr e s t o n R d Ne w 0. 8 8 10 0 % 10 0 1 0 0 20 0 7 9 2 1 7 6 6 1 6 0 2/ X 2- F Cu s t e r R d US 3 8 0 Fi r s t S t Ne w 1. 2 4 50 % 0 4 1 6 41 6 2 6 0 4 5 1 6 2 0 8 8 0 2/ X 2- G Cu s t e r R d Fi r s t S t Pr o s p e r T r l Ne w 0. 7 6 50 % 0 2 9 1 29 1 1 5 9 6 2 2 1 1 3 7 5 0 2/ X 2- H Cu s t e r R d Pr o s p e r T r l 26 0 5 ' N o f P r o s p e r T r l N e w 0. 4 9 50 % 0 1 6 6 16 6 1 0 2 9 81 9 4 8 0 2/ X 2- I Fr o n t i e r P k w y / F M 1 4 6 1 B N S F R R Pr e s t o n R d Ne w 0. 9 3 50 % 60 3 0 60 3 1 9 5 3 5 6 1 1 3 9 2 0 2/ X 2- J Fr o n t i e r P k w y / F M 1 4 6 1 P r e s t o n R d Co i t R d Ne w 0. 9 8 50 % 69 2 0 69 2 2 0 5 8 6 7 8 1 3 8 0 0 2/ X 2- K Fr o n t i e r P k w y / F M 1 4 6 1 C o i t R d 14 0 5 ' W o f C u s t e r R d N e w 1. 9 9 50 % 86 1 0 86 1 4 1 7 9 1 7 1 3 2 4 6 6 0 2 2- L Pr o s p e r T r l B N S F R R Pr e s t o n R d Re c o u p 1. 1 1 10 0 % 25 2 2 8 2 53 4 2 8 8 6 5 9 3 2 2 9 3 0 2 2- M Pr o s p e r T r l P r e s t o n R d Co i t R d Ne w 1. 0 2 10 0 % 33 6 3 1 8 65 4 2 6 5 2 6 6 7 1 9 8 5 0 2 2- N Pr o s p e r T r l C o i t R d 39 9 5 ' W o f C u s t e r R d N e w 1. 2 6 10 0 % 30 7 2 8 0 58 7 3 2 7 6 7 4 0 2 5 3 6 0 2/ X 2- O a Pr o s p e r T r l 3 9 9 5 ' W o f C u s t e r R d 3 0 8 5 ' W o f C u s t e r R d N e w 0. 1 7 50 % 0 2 8 0 28 0 2 2 1 48 1 7 3 0 2 2- O b Pr o s p e r T r l 3 0 8 5 ' W o f C u s t e r R d 2 6 4 5 ' W o f C u s t e r R d N e w 0. 0 8 10 0 % 30 7 2 8 0 58 7 2 0 8 47 1 6 1 0 2/ X 2- P Pr o s p e r T r l 2 6 4 5 ' W o f C u s t e r R d 1 9 1 5 ' W o f C u s t e r R d N e w 0. 1 4 50 % 30 7 0 30 7 1 8 2 43 1 3 9 0 2 2- Q Pr o s p e r T r l 1 9 1 5 ' W o f C u s t e r R d C u s t e r R d Ne w 0. 3 6 10 0 % 30 7 2 8 0 58 7 9 3 6 2 1 1 7 2 5 0 2 2- R Fi r s t S t BN S F R R N C o l e m a n S t Ne w 0. 3 7 10 0 % 17 6 1 4 7 32 3 9 6 2 1 2 0 8 4 2 0 2 2- S Fi r s t S t N C o l e m a n S t Cr a i g S t Ne w 0. 4 6 10 0 % 30 0 2 5 9 55 9 4 6 0 2 5 7 2 0 3 0 2 2- T Fi r s t S t Cr a i g S t Co i t R d Re c o u p 0. 1 6 10 0 % 54 7 4 8 1 10 2 8 4 1 6 1 6 4 2 5 2 0 2 2- U Fi r s t S t Co i t R d Cu s t e r R d Ne w 2. 0 5 10 0 % 27 4 2 4 1 51 5 5 3 3 0 1 0 5 6 4 2 7 4 0 2 2- V Lo v e r s L n BN S F R R Pr e s t o n R d Ne w 0. 8 4 10 0 % 0 0 0 2 1 8 4 0 2 1 8 4 0 2 2- W Lo v e r s L n Pr e s t o n R d US 3 8 0 Ne w 0. 6 4 10 0 % 0 0 0 1 6 6 4 0 1 6 6 4 0 2 2- X a Ri c h l a n d B l v d Pr e s t o n R d 70 0 ' W o f L a C i m a N e w 0. 7 4 10 0 % 0 0 0 1 9 2 4 0 1 9 2 4 0 2 2- X b Ri c h l a n d B l v d 70 0 ' W o f L a C i m a 4 5 0 ' E o f L a C i m a N e w 0. 2 2 10 0 % 0 0 0 2 8 6 0 2 8 6 0 2 2- X c Ri c h l a n d B l v d 45 0 ' E o f L a C i m a P r o s p e r C o m m o n s N e w 0. 5 6 10 0 % 0 0 0 1 4 5 6 0 1 4 5 6 0 2 2- Y a Co l e m a n S t Pr e s t o n R d Fi r s t S t Ne w 0. 7 8 10 0 % 21 9 5 8 2 80 1 2 0 2 8 6 2 5 1 4 0 3 0 2 2- Y b Co l e m a n S t Fi r s t S t Re y n o l d s M i d d l e S c h o o l N e w 0. 6 6 10 0 % 18 7 3 7 2 55 9 6 6 0 3 6 9 2 9 1 0 2 2- Z Co l e m a n S t Re y n o l d s M i d d l e S c h o o l P r o s p e r T r l Ne w 0. 3 6 10 0 % 18 7 3 7 2 55 9 9 3 6 2 0 1 7 3 5 0 2 2- A A a Co l e m a n S t Pr o s p e r T r l Ta l o n Re c o u p 0. 4 6 10 0 % 15 5 1 6 2 31 7 5 9 8 1 4 6 4 5 2 0 2 2- A A b Co l e m a n S t Pr o s p e r T r l Ta l o n Ne w 0. 4 6 10 0 % 0 0 0 5 9 8 0 5 9 8 0 2 2- B B a Co l e m a n S t Ta l o n Vi c t o r y L n Re c o u p 0. 6 4 10 0 % 15 5 1 6 2 31 7 8 3 2 2 0 3 6 2 9 0 2 2- B B b Co l e m a n S t Ta l o n Vi c t o r y L n Ne w 0. 6 4 10 0 % 0 0 0 8 3 2 0 8 3 2 0 2 2- C C a Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Re c o u p 0. 5 0 10 0 % 15 5 1 6 2 31 7 6 5 0 1 5 9 4 9 2 0 2 2- C C b Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Ne w 0. 5 0 10 0 % 0 0 0 6 5 0 0 6 5 0 0 2 2- D D Vi c t o r y L n Co l e m a n S t Fr o n t i e r P k w y Ne w 0. 3 6 10 0 % 0 0 0 9 3 6 0 9 3 6 0 2 2- E E Mc K i n l e y S t Fi r s t S t Co l e m a n S t Ne w 0. 6 1 10 0 % 0 0 0 6 1 0 0 6 1 0 0 2 2- F F Cr a i g R d Pr e s t o n R d Br o a d w a y S t Ne w 0. 4 2 10 0 % 50 5 0 10 0 4 2 0 42 3 7 8 0 2 2- G G a Br o a d w a y S t M c K i n l e y S t Co l e m a n S t Ne w 0. 2 2 10 0 % 75 7 5 15 0 2 2 0 33 1 8 7 0 2 2- G G b Br o a d w a y S t C o l e m a n S t Pr e s t o n R d Ne w 0. 7 0 10 0 % 75 7 5 15 0 7 0 0 1 0 5 5 9 5 0 2 I- 4 Si g n a l I n s t a l l a t i o n Co i t R d Ri c h l a n d B l v d Ne w 0. 0 0 10 0 % 0 0 0 0 0 2 I- 5 Si g n a l I n s t a l l a t i o n Co i t R d Pr o s p e r T r l Ne w 0. 0 0 10 0 % 0 0 0 0 0 2 I- 6 Si g n a l I n s t a l l a t i o n Co i t R d Fi r s t S t Ne w 0. 0 0 10 0 % 0 0 0 0 0 2/ X I- 7 Si g n a l I n s t a l l a t i o n Vi c t o r y L n Fr o n t i e r P k w y Ne w 0. 0 0 50 % 0 0 0 0 0 Su b - t o t a l S A 2 32 . 0 4 15 7 9 0 7 6 2 5 8 1 8 0 6 0 5 8 1 9 8 0 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix H Existing Roadway Facilities Inventory Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y Ex i s t i n g C a p i t a l I m p r o v e m e n t s A n a l y s i s A B C D A x B x C A x D Se r v Sh a r e d Le n g t h L e n g t h N o . o f L a n e P c t . i n VM T S u p p l y V M T D e m a n d T o t a l V M T T o t a l V M T Ar e a Sv c A r e a Ro a d w a y Fr o m To (f t ) ( m i ) L a n e s T y p e Ca p a c i t y Se r v . A r e a A B T o t a l Pk H r T o t a l P k H r T o t a l E x c e s s C a p a c i t y D e f i c i e n c y 52 8 0 1 US 3 8 0 FM 1 3 8 5 Ge e R o a d 53 3 3 1. 0 1 5 5 S A 7 0 0 50 % 0 2 4 5 8 2 4 5 8 1 4 1 4 2 4 8 3 0 1 0 6 9 1 US 3 8 0 Ge e R o a d Le g a c y D r i v e 10 7 7 0 2. 0 4 5 5 S A 7 0 0 50 % 0 2 0 5 3 2 0 5 3 2 8 5 6 4 1 8 8 0 1 3 3 2 1 US 3 8 0 Le g a c y D r i v e Da l l a s P a r k w a y 76 5 6 1. 4 5 5 5 S A 7 0 0 50 % 0 2 1 6 1 2 1 6 1 2 0 3 0 3 1 3 3 0 1 1 0 3 1 US 3 8 0 Da l l a s P a r k w a y Ra i l r o a d 23 7 6 0. 4 5 5 5 S A 7 0 0 50 % 0 1 2 9 9 1 2 9 9 6 3 0 5 8 5 45 0 1 FM 1 3 8 5 US 3 8 0 Pa r v i n R o a d 12 0 6 5 2. 2 9 2 2 U C 4 5 0 50 % 40 6 0 4 0 6 1 0 2 8 9 2 8 101 0 1 Pa r v i n R o a d FM 1 3 8 5 E o f T e e l P k w y 14 0 0 0 2. 6 5 2 2 U C 4 5 0 50 % 50 0 5 0 1 1 9 3 1 3 3 1 0 6 1 0 1 Fr o n t i e r P a r k w a y L e g a c y D r i v e Da l l a s P a r k w a y 57 1 0 1. 0 8 2 2 U C 4 5 0 50 % 23 3 0 2 3 3 4 8 7 2 5 2 235 0 1 Fr o n t i e r P a r k w a y D a l l a s P a r k w a y Ra i l r o a d 57 5 0 1. 0 9 2 2 U C 4 5 0 50 % 23 3 0 2 3 3 4 9 0 2 5 4 236 0 1 Le g a c y D r i v e Fr o n t i e r P a r k w a y Fi s h t r a p R o a d 11 3 2 0 2. 1 4 2 2 U C 4 5 0 10 0 % 50 5 0 1 0 0 1 9 3 0 2 1 4 1 7 1 5 0 1 Fi s h t r a p R o a d F M 1 3 8 5 Le g a c y D r i v e 18 0 0 0 3. 4 1 2 2 U C 4 5 0 10 0 % 88 7 4 1 6 2 3 0 6 8 5 5 1 2 5 1 8 0 1 Fi r s t S t r e e t Le g a c y D r i v e Da l l a s P a r k w a y 61 8 0 1. 1 7 2 2 U C 4 5 0 10 0 % 17 6 1 4 7 3 2 3 1 0 5 3 3 7 8 675 0 1 Fi r s t S t r e e t Da l l a s P a r k w a y Ra i l r o a d 33 8 0 0. 6 4 2 2 U C 4 5 0 10 0 % 17 6 1 4 7 3 2 3 5 7 6 2 0 7 369 0 1 Pr o s p e r T r a i l Te e l P k w y Da l l a s P a r k w a y 12 7 2 5 2. 4 1 2 2 U R 1 5 0 10 0 % 63 7 1 1 3 4 7 2 3 3 2 2 401 0 1 Pr o s p e r T r a i l Da l l a s P a r k w a y Ra i l r o a d 40 2 0 0. 7 6 4 4 U A 5 2 5 10 0 % 25 2 2 8 2 5 3 4 1 5 9 9 4 0 7 1 1 9 2 0 1 Ge e R o a d US 3 8 0 Fi s h t r a p R o a d 40 4 0 0. 7 7 2 2 U C 4 5 0 10 0 % 50 5 0 1 0 0 6 8 9 77 612 0 1 Te e l P k w y US 3 8 0 Pr o s p e r T r a i l 10 4 5 0 1. 9 8 2 2 U C 4 5 0 10 0 % 20 0 1 0 0 3 0 0 1 7 8 1 5 9 4 1 1 8 8 0 1 Da l l a s P a r k w a y F r o n t i e r P a r k w a y Pr o s p e r T r a i l 51 7 5 0. 9 8 2 2 U A 7 0 0 10 0 % 61 1 2 2 4 8 3 5 1 3 7 2 8 1 8 554 0 1 Da l l a s P a r k w a y P r o s p e r T r a i l Fi r s t S t r e e t 53 3 0 1. 0 1 2 2 U A 7 0 0 10 0 % 66 7 3 2 4 9 9 1 1 4 1 3 1 0 0 0 413 0 1 Da l l a s P a r k w a y Fi r s t S t r e e t US 3 8 0 53 8 5 1. 0 2 2 2U A 70 0 10 0 % 72 3 43 4 11 5 7 14 2 8 11 8 0 271 23 Su b - T o t a l 28 . 3 5 25 , 7 6 0 1 7 , 7 0 1 1 1 , 5 8 6 3 , 5 2 7 2 US 3 8 0 Ra i l r o a d Pr e s t o n R o a d 30 2 0 0. 5 7 5 5 S A 7 0 0 50 % 0 1 2 9 9 1 2 9 9 8 0 1 7 4 3 58 0 2 US 3 8 0 Pr e s t o n R o a d La C i m a B o u l e v a r d 5 4 4 0 1. 0 3 5 5 S A 7 0 0 50 % 0 1 2 5 7 1 2 5 7 1 4 4 2 1 2 9 5 147 0 2 US 3 8 0 La C i m a B o u l e v a r d C o i t R o a d 50 7 0 0. 9 6 5 5 S A 7 0 0 50 % 0 1 2 2 2 1 2 2 2 1 3 4 4 1 1 7 3 171 0 2 US 3 8 0 Co i t R o a d Cu s t e r R o a d 10 6 3 0 2. 0 1 5 5 S A 7 0 0 50 % 0 1 1 8 6 1 1 8 6 2 8 1 9 2 3 8 8 431 0 2 Fi r s t S t r e e t Ra i l r o a d Co l e m a n S t r e e t 19 5 5 0. 3 7 2 2 U C 4 5 0 10 0 % 17 6 1 4 7 3 2 3 3 3 3 1 2 0 214 0 2 Fi r s t S t r e e t Co l e m a n S t r e e t Cr a i g R o a d 24 3 5 0. 4 6 2 2 U C 4 5 0 10 0 % 30 0 2 5 9 5 5 9 4 1 5 2 5 8 157 0 2 Fi r s t S t r e e t Cr a i g R o a d Co i t R o a d 79 6 5 1. 5 1 4 4 D A 6 5 0 10 0 % 54 7 4 8 1 1 0 2 8 3 9 2 2 1 5 5 1 2 3 7 1 0 2 Fi r s t S t r e e t Co i t R o a d Cu s t e r R o a d 10 8 3 0 2. 0 5 2 2 U C 4 5 0 10 0 % 27 4 2 4 1 5 1 4 1 8 4 6 1 0 5 4 792 0 2 Pr o s p e r T r a i l Ra i l r o a d / C i t y L i m i t s C o l e m a n S t r e e t 69 0 0. 1 3 4 4 D A 6 5 0 0% 25 2 2 8 2 5 3 4 3 4 0 70 270 0 2 Pr o s p e r T r a i l Co l e m a n S t r e e t Pr e s t o n R o a d 51 2 0 0. 9 7 4 4 D A 6 5 0 10 0 % 29 9 3 2 7 6 2 6 2 5 2 1 6 0 7 1 9 1 4 0 2 Pr o s p e r T r a i l Pr e s t o n R o a d Co i t R o a d 54 0 0 1. 0 2 2 2 U A 7 0 0 10 0 % 33 6 3 1 8 6 5 4 1 4 3 2 6 6 9 763 0 2 Pr o s p e r T r a i l Co i t R o a d 40 0 0 ' W o f C u s t e r R d 6 6 3 0 1. 2 6 2 2 U A 7 0 0 10 0 % 30 7 2 8 0 5 8 7 1 7 5 8 7 3 7 1 0 2 1 0 2 Pr o s p e r T r a i l 40 0 0 ' W o f C u s t e r R d 2 6 5 0 ' W o f C u s t e r R d 1 3 5 0 0. 2 6 2 2 U A 7 0 0 50 % 0 2 8 0 2 8 0 1 7 9 72 107 0 2 Pr o s p e r T r a i l 21 9 0 ' W o f C u s t e r R d 1 9 1 5 ' W o f C u s t e r R d 2 7 5 0. 0 5 2 2 U A 7 0 0 50 % 30 7 0 3 0 7 36 16 20 0 2 Pr o s p e r T r a i l 19 1 5 ' W o f C u s t e r R d C u s t e r R o a d 19 1 5 0. 3 6 2 2 U A 7 0 0 10 0 % 30 7 2 8 0 5 8 7 5 0 8 2 1 3 295 0 2 Fr o n t i e r P a r k w a y R a i l r o a d Pr e s t o n R o a d 45 5 0 0. 8 6 2 2 U A 7 0 0 50 % 21 8 0 2 1 8 6 0 3 1 8 8 415 0 2 Fr o n t i e r P a r k w a y P r e s t o n R o a d Co i t R o a d 52 2 0 0. 9 9 2 2 U A 7 0 0 50 % 22 8 0 2 2 8 6 9 2 2 2 5 467 0 2 Fr o n t i e r P a r k w a y C o i t R o a d 64 9 5 ' E o f C o i t 64 9 5 1. 2 3 2 2 U A 7 0 0 50 % 10 8 0 1 0 8 8 6 1 1 3 3 728 0 2 Fr o n t i e r P a r k w a y 4 1 7 0 ' W o f C u s t e r C u s t e r R o a d 27 6 5 0. 5 2 2 2 U A 7 0 0 50 % 10 8 0 1 0 8 3 6 7 57 310 0 2 Pr e s t o n R o a d F r o n t i e r P a r k w a y Pr o s p e r T r a i l 52 7 5 1. 0 0 6 6 D A 7 0 0 10 0 % 10 4 8 6 3 2 1 6 8 0 4 1 9 6 1 6 7 8 2 5 1 8 0 2 Pr e s t o n R o a d P r o s p e r T r a i l Fi r s t S t r e e t 55 9 0 1. 0 6 6 6 D A 7 0 0 10 0 % 11 9 3 8 1 2 2 0 0 5 4 4 4 7 2 1 2 3 2 3 2 4 0 2 Pr e s t o n R o a d F i r s t S t r e e t US 3 8 0 62 9 5 1. 1 9 6 6 D A 7 0 0 10 0 % 13 7 8 8 5 2 2 2 3 0 5 0 0 7 2 6 5 9 2 3 4 9 0 2 Co l e m a n S t r e e t P r e s t o n R o a d Pr o s p e r T r a i l 13 5 3 5 2. 5 6 2 2 U A 7 0 0 10 0 % 15 5 1 6 2 3 1 7 3 5 8 9 8 1 3 2 7 7 6 0 2 Co l e m a n S t r e e t P r o s p e r T r a i l Fi r s t S t r e e t 51 7 5 0. 9 8 2 2 U A 7 0 0 10 0 % 18 7 3 7 2 5 5 9 1 3 7 2 5 4 8 824 0 2 Co l e m a n S t r e e t F i r s t S t r e e t US 3 8 0 55 0 0 1. 0 4 2 2 U A 7 0 0 10 0 % 21 9 5 8 2 8 0 1 1 4 5 8 8 3 4 624 0 2 La C i m a B o u l e v a r d F i r s t S t r e e t US 3 8 0 69 4 0 1. 3 1 4 4 D A 6 5 0 10 0 % 10 0 1 0 0 2 0 0 3 4 1 7 2 6 3 3 1 5 5 0 2 Ha y s R o a d Pr e s t o n R o a d Fi r s t S t r e e t 46 5 0 0. 8 8 2 2 U C 4 5 0 10 0 % 10 0 1 0 0 2 0 0 7 9 3 1 7 6 616 0 2 Co i t R o a d Fr o n t i e r P a r k w a y Pr o s p e r T r a i l 52 9 5 1. 0 0 2 2 U A 7 0 0 10 0 % 20 0 2 3 1 4 3 1 1 4 0 4 4 3 2 972 0 2 Co i t R o a d Pr o s p e r T r a i l Fi r s t S t r e e t 53 2 5 1. 0 1 2 2 U A 7 0 0 10 0 % 20 0 2 3 1 4 3 1 1 4 1 2 4 3 5 977 0 2 Co i t R o a d Fi r s t S t r e e t US 3 8 0 53 2 0 1. 0 1 4 4 D A 6 5 0 10 0 % 63 7 2 5 7 8 9 4 2 6 2 0 9 0 1 1 7 1 9 0 2 Cu s t e r R o a d 27 1 0 ' S o f F r o n t i e r P k w y P r o s p e r T r a i l 26 0 5 0. 4 9 2 2 U A 7 0 0 50 % 0 1 6 6 1 6 6 3 4 5 82 263 0 2 Cu s t e r R o a d Pr o s p e r T r a i l Fi r s t S t r e e t 40 1 0 0. 7 6 2 2 U A 7 0 0 50 % 0 2 9 1 2 9 1 5 3 2 2 2 1 311 0 2 Cu s t e r R o a d Fi r s t S t r e e t US 3 8 0 65 6 0 1. 2 4 2 2U A 70 0 50 % 0 41 6 41 6 87 0 51 7 353 0 Su b - T o t a l 32 . 1 6 53 , 6 8 1 2 3 , 2 4 9 3 0 , 4 3 2 0 To t a l 60 . 5 1 79 , 4 4 1 4 0 , 9 5 0 4 2 , 0 1 9 3 , 5 2 7 Pe a k H o u r V o l u m e T: \ R O A D W A Y \ D b a s e \ D b a s e F . x l s Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix I Impact Fee Ordinance Item 9 Town of Prosper Impact Fees (HW) “a place where everyone matters” Item 9 2011 Water CIP Item 9 Proposed Water CIP Since the 2011 Impact Fee/CIP Plan, the Town finalized the decision to utilize NTMWD for Town-wide water service. In the Proposed Water CIP, an analysis of the locations of the EST’s was performed which resulted in the relocation of the proposed EST at the corner of Parvin/FM 1385 to Fishtrap Road as shown. Item 9 Water Impact Fee 10 Year CIP 4 Item 9 Water Impact Fee Development Agreements 5 Windsong West Side Utilities Parks at Legacy TIRZ #2 Star Trail TIRZ #1 Item 9 2011 Wastewater CIP Item 9 Proposed Wastewater CIP The 2011 Wastewater CIP did not include the wastewater capital cost of the Doe Branch WWTP. It was assumed to be included in the rates paid similar to NTMWD. Item 9 Wastewater Impact Fee 10 Year CIP 8 Item 9 Wastewater Impact Fee Development Agreements 9 Windsong West Side Utilities Star Trail TIRZ #2 TIRZ #1 Brookhollow Item 9 Water and Wastewater Impact Fee Calculations 10 Water Wastewater 10-Year Capital Improvement Costs $52,625,355 $38,688,633 Financing Costs $17,504,846 $12,862,402 Total Eligible Costs $70,130,201 $51,531,035 10-year Projected Growth in Service Units 9,178 9,130 Maximum Impact Fee per Service Unit without Credit $7,641 $5,644 Impact Fee Credit per Service Unit $3,821 $2,822 50% Maximum Allowable Impact Fee per Service Unit with Credit $3,821 $2,822 Item 9 Water and Wastewater Impact Fees $2,595 $3,900 $3,821 $1,977 $683 $2,822 $- $500 $1,000 $1,500 $2,000 $2,500 $3,000 $3,500 $4,000 $4,500 2006 2011 Proposed Water Wastewater Based on 1” Water Meter Item 9 Impact Fee Comparison Single Family $6,731 $6,643 $6,358 $4,800 $4,583 $4,572 $4,070 $4,000 $3,505 $3,464 $2,850 $2,800 $2,715 $2,621 $1,834 $- $1,000 $2,000 $3,000 $4,000 $5,000 $6,000 $7,000 $8,000 Wastewater Water Item 9 Water and Wastewater Impact Fees Collected $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 Water Wastewater Item 9 Town of Prosper Water and Wastewater Impact Fee: CIAC Recommendation = 50% max “a place where everyone matters” Water Wastewater 10-Year Capital Improvement Costs $52,625,355 $38,688,633 Financing Costs $17,504,846 $12,862,402 Total Eligible Costs $70,130,201 $51,531,035 50% Maximum Allowable Impact Fee per Service Unit with Credit $3,821 $2,822 2011 Current Impact Fee $3,900 $683 2006 Previous Impact Fee (For Comparison)$2,595 $1,977 Impact Fee per Service Unit with Credit $3,821 $2,822 Item 9 Roadway Impact Fee CIP Item 9 Roadway Impact Fee Development Agreements SHOW DEVELOPMENTS AND DEVELOPMENT AGREEMENTS Windsong Parks Star Trail TIRZ #2 TIRZ #1 Item 9 Roadway Impact Fee Calculations 17 Service Area 1 (West of RR) Service Area 2 (East of RR) 10-Year Capital Improvement Costs $96,505,861 $74,772,644 Financing Costs $30,253,316 $22,086,856 Total Eligible Costs $125,759,177 $96,859,500 Total Veh-Mi of New Demand over 10-years 50,227 50,613 Maximum Impact Fee per Service Unit without Credit $2,522 $1,912 Maximum Allowable Impact Fee per Service Unit with Credit (50%)$1,261 $956 Maximum Allowable Impact Fee for Single Family Dwelling Unit (50%)$7,566 $5,736 Item 9 Roadway Impact Fee Single Family $3,266 $2,581 $5,187 $3,727 $7,566 $6,053 $5,736 $5,073 $4,058 $3,727 $5,736 $4,589 $- $1,000 $2,000 $3,000 $4,000 $5,000 $6,000 $7,000 $8,000 2006 Max 2006 (40% Max) 2011 Max 2011 (Same for Both) Prop Max Prop (40% Max) Prop (Same for Both) Item 9 Impact Fee Comparison Single Family $7,566 $5,736 $6,053 $4,589 $5,736 $5,260 $2,358 $4,941 $3,727 $3,715 $1,424 $1,950 $1,720 $1,226 $393 $650 $636 $0 $0 $- $1,000 $2,000 $3,000 $4,000 $5,000 $6,000 $7,000 $8,000 *Does not charge impact fees. Item 9 Town of Prosper Roadway Impact Fee (Residential): CIAC Recommendation = 50% max “a place where everyone matters” Service Area 1 Service Area 2 10-Year Capital Improvement Costs $96,505,861 $74,772,644 Financing Costs $30,253,316 $22,086,856 Total Eligible Costs $125,759,177 $96,859,500 Maximum Allowable Impact Fee for Single Family Dwelling Unit (50%)$7,566 $5,736 2011 Current Impact Fee for SF Unit $3,727 ($5,187: 50%)$3,727 2006 Previous Impact Fee for SF Unit (40%)$2,581 ($3,226: 50%) $4,058 ($5,073: 50%) Impact Fee for SF Unit -2011 Method $5,736 $5,736 Impact Fee for SF Unit -2006 Method (40%)$6,053 $4,589 Item 9 Roadway Impact Fee Non Residential •2006 Rates –25% of Max across the board •2011 Rates –25% of Max for: •Hotel •Movie Theater •Day Care •All Office Uses •Non-Fast Food Restaurants •Discount Store –40% of Max for: •Fast Food Restaurant with Drive Thru •Home Improvement Store •Shopping Center •Supermarket •Toy Superstore •Department Store Item 9 Impact Fee Comparison Restaurant w/Drive-Thru (4,600SF) $226,803 $171,948 $181,442 $137,558 $157,660 $70,684 $127,641 $91,706 $57,134 $21,903 $22,783 $7,774 $6,900 $6,481 $4,941 $3,593 $357 $0 $0 $- $50,000 $100,000 $150,000 $200,000 $250,000 *Does not charge impact fees. Item 9 Impact Fee Comparison Medical Office Building (31,660SF) $754,141 $571,748 $540,911 $242,516 $377,071 $285,874 $255,971 $183,913 $183,305 $70,272 $156,906 $89,249 $78,880 $27,228 $6,256 $25,423 $23,745 $0 $0 $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 $800,000 *Does not charge impact fees. Item 9 Impact Fee Comparison Big Box Grocery Store (132,000SF) $3,247,464 $2,462,064 $2,257,068 $1,011,912 $1,623,732 $1,231,032 $1,220,340 $876,744 $874,087 $335,090 $537,636 $224,664 $223,080 $198,000 $113,520 $28,210 $96,426 $0 $0 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 *Does not charge impact fees. Item 9 Roadway Impact Fees Collected $0 $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 $4,000,000 $4,500,000 $5,000,000 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 West East Item 9 Town of Prosper Roadway Impact Fee (Non-Residential): CIAC Recommendation: 50% max If same methodology as 2011 Rates, then: •50% max except for: •25% max “a place where everyone matters” Hotel Movie Theater Day Care All Office Uses Non-Fast Food Restaurants Discount Store Home Improvement Store Shopping Center Supermarket Toy Superstore Department Store 40% max Fast Food Restaurant with Drive Thru Item 9 Page 1 of 2 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Consider and act upon an ordinance amending Appendix A, “Fee Schedule,” to the Town’s Code of Ordinances by repealing existing Section I, “Construction Permits and Fees,” and replacing it with a new Section I, “Construction Permits and Fees.” Background/Description of Agenda Item: During the Council’s Strategic Planning meeting on January 25, 2017, staff provided a briefing regarding the amount of commercial permit fees being collected in comparison to what other communities are collecting, and in comparison to what the Town’s third party plan review and inspection service company (Bureau Veritas) is charging the Town for their services. Examples of commercial permit fees for a drive-through restaurant, a medical office building, and a big box grocery were used to illustrate that the Town’s current fees were approximately 66% less than the average of our ten (10) survey cities. The amount the Town pays Bureau Veritas for its commercial plan review and inspection services is nearly equivalent to the average fee collected by the survey cities. The Town Council provided direction to staff to prepare an ordinance amending the commercial permit fee schedule to bring the fee schedule in line with the average of the survey cities and to be in line with the rate that Bureau Veritas charges the Town. Attached is a redline version of the changes and the proposed ordinance. The proposed table for calculating the commercial plan review and inspection permit fees is the same table utilized by Bureau Veritas. The proposed $80.00 permit fee for a construction trailer is not a higher fee; it simply represents the total of the three (3) required permits totaling $80.00. To allow sufficient time to communicate the new fee schedule to commercial applicants, staff is proposing the effective date of the fees for new permit applications be Monday, April 3, 2017. The new fee schedule would only apply to new permit applications received on or after April 3rd. Current commercial permit applications that are presently under review, will be assessed per the current schedule, even if issued after April 3rd. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., reviewed and approved the attached ordinance as to form and legality. Prosper is a place where everyone matters. DEVELOPMENT SERVICES Item 10 Page 2 of 2 Attached Documents: 1. Red-line version of Section I of the Fee Schedule 2. Ordinance with amended Section I of the Fee Schedule Staff Recommendation: Staff recommends the Town Council adopt an ordinance amending Appendix A, “Fee Schedule,” to the Town’s Code of Ordinances by repealing existing Section I, “Construction Permits and Fees,” and replacing it with a new Section I, “Construction Permits and Fees.” Proposed Motion: I move to adopt an ordinance amending Appendix A, “Fee Schedule,” to the Town’s Code of Ordinances by repealing existing Section I, “Construction Permits and Fees,” and replacing it with a new Section I, “Construction Permits and Fees.” Item 10 1 Strikethrough: deleted text Highlight: new text Sec. I. Construction permits and fees (a) Building permits/inspection fees. The building permit and inspection fees as follow are hereby adopted for various construction-type projects in conjunction with, among others, residential, commercial and industrial structures prior to the start of construction. A determination of the valuation for any enclosed structure other than residential shall be determined at the discretion of the town. (b) Development inspection fee. A development inspection fee shall be charged for each inspection in the amount of three percent (3%) of the town’s estimates of the costs of the public works utilities and streets of new construction which are to be dedicated to the town. Such items shall include, but not be limited to, street paving, storm drainage, water and sewer mains and other items designated for conveyance to the town after completion of improvements through the process of public dedication. These fees shall be paid prior to the start of construction. BUILDING PERMITS/INSPECTION FEES (1) Minimum building permit fees: $20.00. (2) Accessory buildings: $60.00 each. (3) After-hours inspections: $30.00 per inspection. (4) Carports: See accessory buildings. (5) Certificate of occupancy: $50.00 each. (6) Commercial: (A) Maintain current fees, but add fire plan review of $0.02 per sq. ft. (B) Current fees: $25.00 base + $260.00 insp. Fee for first 1,500 sq. ft. + $3.50 insp. Fee for each additional 100 sq. ft. + $1.00 per $1,000 value of structure (A) Commercial Building Plan Review Fee: A non-refundable plan review of $200.00 or 10% of the Building permit whichever is less is due at the time of submittal. (B) Commercial Building Permit Fee: Item 10 2 Total valuation Plan Review Fee Inspection Fee $1.00 to $10,000.00 $50.00 $76.92 $10,001.00 to $25,000.00 $70.69 for the first $10,00.00; plus $5.46 for each additional $1,000.00 $108.75 for the first $10,00.00; plus $8.40 for each additional $1,000.00 $25,001.00 to $50,000.00 $159.59 for the first $25,000.00; plus $3.94 for each additional $1,000.00 $234.75 for the first $25,000.00; plus $6.06 for each additional $1,000.00 $50,001.00 to $100,000.00 $251.09 for the first $50,000.00; plus $2.73 for each additional $1,000.00 $386.25 for the first $50,000.00; plus $4.20 for each additional $1,000.00 $100,001.00 to $500,000.00 $387.59 for the first $100,000.00; plus $2.19 for each additional $1,000 $596.25 for the first $100,000.00; plus $3.36 for each additional $1,000. $500,001.00 to $1,000,000.00 $1,263.59 for the first $500,000.00; plus $1.85 for each additional $1,000.00 $1,940.25 for the first $500,000.00; plus $2.85 for each additional $1,000.00 $1,000,001.00 and over $2,188.59 for the first $1,000,000.00; plus $1.23 for each additional $1,000.00 $3,365.25 for the first $1,000,000.00; plus $1.89 for each additional $1,000.00 The valuation shall be based upon the square foot construction cost per the most current ICC Building Valuation Data. The valuation is determined using the building gross area times the square foot construction cost. For shell only buildings deduct 20 percent of construction cost. (7) Contractor registration: $100.00 each. All contractors are required to register with the town. Annual $100.00 registration fee. (8) Demolition: $20.00 permit fee. (9) Document retrieval fee: $10.00. (10) Dumpster enclosure: $20.00 permit fee/per enclosure. (11) Fence: $30.00 per permit. No permit needed if replacing less than 2 panels of fence totaling less than 16' in length. (12) Foundations/foundation repair: $5.00 per $1,000.00 value; $20.00 minimum fee. (13) Lawn irrigation systems: $30.00 permit fee. Inspection must be done by a certified backflow tester and report must be given to building inspector. Item 10 3 (14) Miscellaneous inspections: Backflow prevention, electrical, mechanical, and plumbing: $30.00 each. (15) Multifamily: One application is required per building. (A) $5.00 per $1,000.00 valuation of project + $0.02 per sq. ft. for fire plan review. (i) 1–3,000 sq. ft.: $60.00. (ii) 3,001–10,000 sq. ft.: $80.00. (iii) 10,001–100,000 sq. ft.: $100.00. (iv) Over 100,000 sq. ft.: $120.00. (B) Fees are separate (i.e., $60.00 plumbing + $60.00 mechanical, etc.). (16) Reinspect Re-inspection fee: $50.00 for the first reinspect re-inspection; $75.00 for the second reinspect re-inspection; $100.00 for the third reinspect re-inspection; fees will increase on a basis of $25.00 each thereafter. (17) Reprint of permit: $10.00 each. (18) Residential permits: Total valuation Fee $1.00 to $500.00 $24.00 $501.00 to $2,000.00 $24.00 for the first $500.00; plus $3.00 for each additional $100.00 or fraction thereof, to and including $2,000.00 $2,001.00 to $40,000.00 $69.00 for the first $2,000.00; plus $11.00 for each additional $1,000.00 or fraction thereof, to and including $40,000.00 $40,001.00 to $100,000.00 $487.00 for the first $40,000.00; plus $9.00 for each additional $1,000.00 or fraction thereof, to and including $100,000.00 $100,001.00 to $500,000.00 $1,027.00 for the first $100,000.00; plus $7.00 for each additional $1,000.00 or fraction thereof, to and including $500,000.00 Item 10 4 $500,001.00 to $1,000,000.00 $3,827.00 for the first $500,000.00; plus $5.00 for each additional $1,000.00 or fraction thereof, to and including $1,000,000.00 $1,000,001.00 to $5,000,000.00 $6,327.00 for the first $1,000,000.00; plus $3.00 for each additional $1,000.00 or fraction thereof, to and including $5,000,000.00 $5,000,001.00 and over $18,327.00 for the first $5,000,000.00; plus $1.00 for each additional $1,000.00 or fraction thereof The valuation shall be based upon a minimum $101.90 dollar per square foot construction cost, or the builder’s valuation, whichever is greater. The valuation is determined using the building gross area times the square foot construction cost. (19) Residential addition: $0.10 per sq. ft. + required inspections at $30.00 each. (20) Residential alteration: $5.00 per $1,000.00 of value + required inspections at $30.00 each + plan review fee of $45.00 for plan review if value is $20,000.00 or greater. (21) Roof repair/replacement: $5.00 per $1,000.00 valuation of project. Minimum fee shall be $20.00. (22) Sidewalks/approaches: $20.00 per permit. (23) Swimming pools: (A) In ground: $300.00 permit fee. (B) Above ground: $100.00 permit fee. (C) Spas: $100.00. (24) Temporary outdoor seasonal sale or special event permit: $100.00 permit fee + $1,000.00 deposit. (25) Trailer (construction): Construction Trailer: $80.00 (A) Residential: $20.00 permit fee. (B) Electrical inspection: $30.00. (C) Plumbing inspection: $30.00. Item 10 TOWN OF PROSPER, TEXAS ORDINANCE NO. 17-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, AMENDING APPENDIX A, “FEE SCHEDULE,” TO THE TOWN’S CODE OF ORDINANCES BY REPEALING EXISTING SECTION I THEREOF, “CONSTRUCTION PERMITS AND FEES,” AND REPLACING IT WITH A NEW SECTION I, “CONSTRUCTION PERMITS AND FEES”; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (“Town Council”), has investigated and determined that the commercial permit fees, contained in Section I of Appendix A to the Town’s Code of Ordinances, should be revised; and WHEREAS, the Town Council has reviewed the current and proposed commercial permit fees and recommends the adoption of a revised fee schedule for Section I of Appendix A; and WHEREAS, the Town Council hereby finds and determines that it will be advantageous, beneficial and in the best interests of the citizens of Prosper to repeal existing Section I, “Construction Permits and Fees,” of Appendix A, “Fee Schedule,” and replace it with a new Section I, “Construction Permits and Fees.” NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 From and after the effective date of this Ordinance, existing Section I, “Construction Permits and Fees,” of Appendix A, “Fee Schedule,” to the Town’s Code of Ordinances is hereby repealed in its entirety and replaced with a new Section I, “Construction Permits and Fees,” to read as follows: “Sec. I. Construction Permits and Fees (a) Building permits/inspection fees. The building permit and inspection fees as follow are hereby adopted for various construction-type projects in conjunction with, among others, residential, commercial and industrial structures prior to the start of construction. A determination of the valuation for any enclosed structure other than residential shall be determined at the discretion of the town. (b) Development inspection fee. A development inspection fee shall be charged for each inspection in the amount of three percent (3%) of the town’s estimates of the costs of the public works utilities and streets of new construction which are to be dedicated to the town. Such items shall include, but not be limited to, street paving, storm drainage, water and sewer mains and other items designated for conveyance to the town after Item 10 Ordinance No. 17-__, Page 2 completion of improvements through the process of public dedication. These fees shall be paid prior to the start of construction. BUILDING PERMITS/INSPECTION FEES (1) Minimum building permit fees: $20.00. (2) Accessory buildings: $60.00 each. (3) After-hours inspections: $30.00 per inspection. (4) Carports: See accessory buildings. (5) Certificate of occupancy: $50.00 each. (6) Commercial: (A) Commercial Building Plan Review Fee: A non-refundable plan review of $200.00 or 10% of the Building permit whichever is less is due at the time of submittal. (B) Commercial Building Permit Fee: Total valuation Plan Review Fee Inspection Fee $1.00 to $10,000.00 $50.00 $76.92 $10,001.00 to $25,000.00 $70.69 for the first $10,00.00; plus $5.46 for each additional $1,000.00 $108.75 for the first $10,00.00; plus $8.40 for each additional $1,000.00 $25,001.00 to $50,000.00 $159.59 for the first $25,000.00; plus $3.94 for each additional $1,000.00 $234.75 for the first $25,000.00; plus $6.06 for each additional $1,000.00 $50,001.00 to $100,000.00 $251.09 for the first $50,000.00; plus $2.73 for each additional $1,000.00 $386.25 for the first $50,000.00; plus $4.20 for each additional $1,000.00 $100,001.00 to $500,000.00 $387.59 for the first $100,000.00; plus $2.19 for each additional $1,000 $596.25 for the first $100,000.00; plus $3.36 for each additional $1,000. $500,001.00 to $1,000,000.00 $1,263.59 for the first $500,000.00; plus $1.85 for each additional $1,000.00 $1,940.25 for the first $500,000.00; plus $2.85 for each additional $1,000.00 $1,000,001.00 and over $2,188.59 for the first $1,000,000.00; plus $1.23 for each additional $1,000.00 $3,365.25 for the first $1,000,000.00; plus $1.89 for each additional $1,000.00 Item 10 Ordinance No. 17-__, Page 3 The valuation shall be based upon the square foot construction cost per the most current ICC Building Valuation Data. The valuation is determined using the building gross area times the square foot construction cost. For shell only buildings deduct 20 percent of construction cost. (7) Contractor registration: $100.00 each. All contractors are required to register with the town. Annual $100.00 registration fee. (8) Demolition: $20.00 permit fee. (9) Document retrieval fee: $10.00. (10) Dumpster enclosure: $20.00 permit fee/per enclosure. (11) Fence: $30.00 per permit. No permit needed if replacing less than 2 panels of fence totaling less than 16' in length. (12) Foundations/foundation repair: $5.00 per $1,000.00 value; $20.00 minimum fee. (13) Lawn irrigation systems: $30.00 permit fee. Inspection must be done by a certified backflow tester and report must be given to building inspector. (14) Miscellaneous inspections: Backflow prevention, electrical, mechanical, and plumbing: $30.00 each. (15) Multifamily: One application is required per building. (A) $5.00 per $1,000.00 valuation of project + $0.02 per sq. ft. for fire plan review. (i) 1–3,000 sq. ft.: $60.00. (ii) 3,001–10,000 sq. ft.: $80.00. (iii) 10,001–100,000 sq. ft.: $100.00. (iv) Over 100,000 sq. ft.: $120.00. (B) Fees are separate (i.e., $60.00 plumbing + $60.00 mechanical, etc.). (16) Re-inspection fee: (A) $50.00 for the first re-inspection (B) $75.00 for the second re-inspection (C) $100.00 for the third re-inspection (D) fees will increase on a basis of $25.00 each thereafter. (17) Reprint of permit: $10.00 each. (18) Residential permits: Item 10 Ordinance No. 17-__, Page 4 Total valuation Fee $1.00 to $500.00 $24.00 $501.00 to $2,000.00 $24.00 for the first $500.00; plus $3.00 for each additional $100.00 or fraction thereof, to and including $2,000.00 $2,001.00 to $40,000.00 $69.00 for the first $2,000.00; plus $11.00 for each additional $1,000.00 or fraction thereof, to and including $40,000.00 $40,001.00 to $100,000.00 $487.00 for the first $40,000.00; plus $9.00 for each additional $1,000.00 or fraction thereof, to and including $100,000.00 $100,001.00 to $500,000.00 $1,027.00 for the first $100,000.00; plus $7.00 for each additional $1,000.00 or fraction thereof, to and including $500,000.00 $500,001.00 to $1,000,000.00 $3,827.00 for the first $500,000.00; plus $5.00 for each additional $1,000.00 or fraction thereof, to and including $1,000,000.00 $1,000,001.00 to $5,000,000.00 $6,327.00 for the first $1,000,000.00; plus $3.00 for each additional $1,000.00 or fraction thereof, to and including $5,000,000.00 $5,000,001.00 and over $18,327.00 for the first $5,000,000.00; plus $1.00 for each additional $1,000.00 or fraction thereof The valuation shall be based upon a minimum $101.90 dollar per square foot construction cost, or the builder’s valuation, whichever is greater. The valuation is determined using the building gross area times the square foot construction cost. (19) Residential addition: $0.10 per sq. ft. + required inspections at $30.00 each. (20) Residential alteration: $5.00 per $1,000.00 of value + required inspections at $30.00 each + plan review fee of $45.00 for plan review if value is $20,000.00 or greater. Item 10 Ordinance No. 17-__, Page 5 (21) Roof repair/replacement: $5.00 per $1,000.00 valuation of project. Minimum fee shall be $20.00. (22) Sidewalks/approaches: $20.00 per permit. (23) Swimming pools: (A) In ground: $300.00 permit fee. (B) Above ground: $100.00 permit fee. (C) Spas: $100.00. (24) Temporary outdoor seasonal sale or special event permit: $100.00 permit fee + $1,000.00 deposit. (25) Construction Trailer: $80.00” SECTION 3 All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portion of conflicting ordinances shall remain in full force and effect. SECTION 4 If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason held to be unconstitutional or invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The Town hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional. SECTION 5 The fees established in Subsection (b)(6), “Commercial,” of Section I, “Construction Permits and Fees,” of Appendix A, “Fee Schedule,” to the Town’s Code of Ordinances shall be effective and only apply to permits received on or after April 3, 2017. All remaining provisions of this Ordinance shall take effect and be in full force from and after its passage and publication, as provided by the Revised Civil Statutes of the State of Texas and the Home Rule Charter of the Town of Prosper, Texas. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 14TH DAY OF FEBRUARY, 2017. APPROVED: ________________________________ Ray Smith, Mayor Item 10 Ordinance No. 17-__, Page 6 ATTEST: ___________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: __________________________________ Terrence S. Welch, Town Attorney Item 10 Page 1 of 2 To: Mayor and Town Council From: Dudley Raymond R.L.A., Director of Parks and Recreation Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Discussion on the proposed multipurpose fields striping for the Frontier Park North Field Improvements project. Description of Agenda Item: Hellas Construction, who is the installer of the synthetic turf, submitted to Town staff a plan for the layout and striping of the baseball/softball fields as well as the multipurpose fields. Owner approval for the layouts is required prior to the turf supplier starting the manufacturing process. Town staff relied on the Prosper Youth Sports Commission (PYSC), to facilitate the conversations with the four sports groups that are anticipated to be the primary users of the new fields. These sports are baseball/softball, football, soccer, and lacrosse. PYSC, after much discussion internally and with staff, brought the item to a quarterly PYSC meeting on January 25, 2017, in an effort to reach a consensus on the layout and striping. After the meeting, the members continued to have discussions to further clarify or refine what was discussed at the meeting. PYSC provided Town staff with recommendations which outlined a workable solution for the three baseball/softball fields and the striping for football on the two multipurpose fields. There was not a consensus reached regarding the layout and striping of the two multipurpose fields for soccer and lacrosse since each wanted things that conflicted with the other’s desires. Staff continued discussions with both the Prosper Area Soccer Organization (soccer) and Prosper Youth Sports Association (lacrosse) on options for consideration by the Town Council. The attached exhibits represent various options for the field layouts and striping for the two multipurpose fields for consideration by the Town Council. It is Town Staff ’s understanding that PASO and PYSA are in agreement with Exhibit 7 that shows stacked lines with: •Football having white lines; •Soccer having yellow lines and a field length of 120 yards; •Lacrosse having blue lines and a field length of 110 yards. Upon approval by the Town Council, staff will submit the approved layouts to Hellas Construction to start the manufacturing process of the synthetic turf. Construction of the site has begun and it is anticipated this turf will be installed beginning in September and continue through the end of November 2017. PARKS & RECREATION Prosper is a place where everyone matters. Item 11 Page 2 of 2 Budget Impact: Costs associated with striping for baseball/softball, football, soccer and lacrosse is included in the purchase price of the synthetic turf. Attached Documents: 1. PYSC Frontier Park North Design Recommendations 2. Field Layout and Striping for Baseball/Softball 3. Field Layout and Striping Options for Multipurpose Fields Town Staff Recommendation: Town staff recommends that the Town Council discuss and provide direction on which option to move forward with regarding the layout and striping for the two multipurpose fields. Item 11 Prosper Youth Sports Commission Frontier Park North Design Recommendations To: Town of Prosper Parks and Recreation Department On Wednesday, January 25th, 2017, the Prosper Youth Commission concluded their discussions of the Frontier Park North detailed design at our quarterly meeting. During all of these discussions, input was provided by Prosper Little League (baseball and softball), Prosper Youth Sports Association (football and lacrosse), and Prosper Area Soccer Organization (soccer). Below you will find the final recommendations as determined by PYSC. As a reference point, all recommendations are based on the last design document provided by Paul Naughton to Drake Dunn, PYSC President, on January 18th: In addition to specific design requests, some members asked that sport specific notes be incorporated in the recommendations in order to provide additional context around the request. I. Overall Frontier Park North Recommendations  With the existence of Fields #1 - #5 at the original Frontier Park location, consider renaming the five new fields at Frontier Park North Fields #6 - #10. II. Field #1 & #2 – Baseball/Softball  Add two on-deck circles.  Remove pitching circle – since portable mounds will be used and moved forward and backward to accommodate different pitching distances, the circle would become a distraction when the portable mound is moved to a different place.  In the bullpens at furthest end from the gate, add stitched/painted home plates with 46’, 50’, 54’ and 60’ distances. For a distance point of reference, Prosper Little League at a later date will provide dimensions of the portable pitching mounds they are looking to purchase for the bullpens. III. Field #3 – Baseball/Softball  Add two on-deck circles.  Add necessary modifications to allow for pitching distances of 35’, 40’ and 43’ with a single pitching rubber that can be moved distances to maintain the turf cover, similar to the multiple base distances.  Remove permanent pitching circle – a permanent pitching circle would be out of compliance with multiple pitching distances. However, since the pitching circle is necessary for softball play, we seek the advice of the Parks and Recreation for a solution that would provide a temporary/portable pitching circle to accommodate the different distances.  Add necessary modifications to allow for base distances of 50’, 55’, 60’ and 65’.  In the bullpens at furthest end from the gate, add stitched/painted home plates with 35’, 40’ and 43’ distances from the secured pitching rubber (no mound). IV. Field #4 & #5 – Multi-purpose  Football o Agrees with current design on both Field #4 and Field #5 o 360’ x 160’ dimensions o White lines, numbers and markings (continued on next page) Item 11 Prosper Youth Sports Commission Frontier Park North Design Recommendations  Lacrosse o Add 3 interior lines along both 30 yard lines and the 50 yard line as displayed below: o After those additions, apply to both Field #4 and Field #5 o 340’ x 180’ dimensions o Yellow boundary and interior lines, goal creases and center X o Alternative: If the soccer field design were to use 340’ x 180’ dimensions, lacrosse would utilize the yellow boundary lines as proposed by soccer (see below), and opt for black interior lines, goal creases and center X. In either case, lacrosse requests to use the same color for all lacrosse boundary lines. For the sidelines, running two different color lines side-by-side is not preferred unless the lacrosse boundary is yellow.  Soccer o Agrees with current design on Field #4, and request it applied to Field #5 o 360’ x 180’ dimensions o Yellow lines, goal boxes, corner kick areas and center circle Sincerely, Drake Dunn Prosper Youth Sports Commission President 01/26/2017 Item 11 N SCALE: 1:30 0 1 5 3 0 6 0 TOWN OF PROSPER - FRONTIER PARK SYNTHETIC TURF BASEBALL/SOFTBALL & MULTIPURPOSE FIELDS Prosper, Texas FI E L D 1 Item 11 N SCALE: 1:30 0 1 5 3 0 6 0 TOWN OF PROSPER - FRONTIER PARK SYNTHETIC TURF BASEBALL/SOFTBALL & MULTIPURPOSE FIELDS Prosper, Texas FI E L D 2 Item 11 N SCALE: 1:30 0 1 5 3 0 6 0 TOWN OF PROSPER - FRONTIER PARK SYNTHETIC TURF BASEBALL/SOFTBALL & MULTIPURPOSE FIELDS Prosper, Texas FI E L D 3 Item 11 N SCALE: 1:40 0 2 0 4 0 8 0 TOWN OF PROSPER - FRONTIER PARK SYNTHETIC TURF BASEBALL/SOFTBALL & MULTIPURPOSE FIELDS Prosper, Texas FI E L D 4 Item 11 N SCALE: 1:40 0 2 0 4 0 8 0 TOWN OF PROSPER - FRONTIER PARK SYNTHETIC TURF BASEBALL/SOFTBALL & MULTIPURPOSE FIELDS Prosper, Texas FI E L D 5 Item 11 N SCALE: 1:40 0 20 40 80 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F S O F T B A L L F I E L D # 1 Pr o s p e r , T e x a s 1 COLOR RENDERING Scale: 1:30 FIELD #1 Item 11 N SCALE: 1:40 0 20 40 80 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F S O F T B A L L F I E L D # 2 Pr o s p e r , T e x a s 1 COLOR RENDERING Scale: 1:30 FIELD #2 Item 11 N SCALE: 1:30 0 15 30 60 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F S O F T B A L L F I E L D # 3 Pr o s p e r , T e x a s 1 COLOR RENDERING Scale: 1:30 FIELD #3 Item 11 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F F O O T B A L L F I E L D # 4 Pr o p s e r , T e x a s Scale: 1:30 COLOR RENDERING: EXHIBIT 11 N SCALE: 1:30 0 15 30 60DRAFT Item 11 N SCALE: 1:30 0 15 30 60 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F F O O T B A L L F I E L D # 4 Pr o p s e r , T e x a s Scale: 1:30 COLOR RENDERING: EXHIBIT 21 DRAFT Item 11 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F F O O T B A L L F I E L D # 4 Pr o p s e r , T e x a s Scale: 1:30 COLOR RENDERING:EXHIBIT 31 N SCALE: 1:30 0 15 30 60DRAFT Item 11 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F F O O T B A L L F I E L D # 4 Pr o p s e r , T e x a s Scale: 1:30 COLOR RENDERING: EXHIBIT 41 N SCALE: 1:30 0 15 30 60DRAFT Item 11 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F F O O T B A L L F I E L D # 4 Pr o p s e r , T e x a s Scale: 1:301 COLOR RENDERING: EXHIBIT 5 N SCALE: 1:30 0 15 30 60DRAFT Item 11 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F F O O T B A L L F I E L D # 4 Pr o p s e r , T e x a s Scale: 1:30 COLOR RENDERING: EXHIBIT 61 N SCALE: 1:30 0 15 30 60DRAFT Item 11 Approved As Is Approved As Noted Resubmit As Noted Signature: Print: Date: TO W N O F P R O S P E R - F R O N T I E R P A R K SY N T H E T I C T U R F F O O T B A L L F I E L D # 4 Pr o p s e r , T e x a s Scale: 1:301 COLOR RENDERING: EXHIBIT 7 N SCALE: 1:30 0 15 30 60DRAFT Item 11 Page 1 of 3 To: Mayor and Town Council From: Kelly Neal, Finance Director Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – February 14, 2017 Agenda Item: Consider and act upon an ordinance amending the FY 2016-2017 budget. Description of Agenda Item: Water & Sewer Fund Town staff presented to the Town Council the future needs assessment related to increased costs associated with NTMWD/UTRWD growth, and capital needs. Later this year, Town staff will be looking at those proposed needs. The Town, however needs to address the FY 2016- 2017 budget authority related to the water purchases and wastewater management fees, and the increased revenue received by the Town due to growth. The department projected a growth increase of 11% for water purchases, which increased the base budget from $2,475,331 to $2,748,305. NTMWD increased their unit costs by 10% from $2.34 to $2.58, which was not factored in the adopted budget. This budget amendment addresses increasing the adopted revenue charges for services as anticipated for growth and expenditures for water and wastewater management fees for unit cost changes from providers as shown in Exhibit “A.” Compensation Plan The proposed ordinance is amending General Fund, Special Revenue-Court Security Fund, Water/Sewer Fund, and Storm Drainage Fund balances for the FY 2016-17 budget as shown in Exhibit “B.” The proposed budget amendment is in response to Council’s direction to position the Town’s compensation structures at a targeted market position, including revising the comparison cities and designing a new grade and step table for Police and Fire. Council requested that market models be prepared placing the Town’s pay structures at the 50th, 60th, and 70th percentile, as well as moving Police, Fire, and Dispatch to a grade and step structure. Six of the ten-benchmark cities utilize a grade and step structure for Police and Fire pay. Placing Police, Fire, and Dispatch at the various market competitiveness levels on a grade and step chart are estimated as follows: 50th Percentile: $849,851, or 20%, of police and fire payroll, including benefits 60th Percentile: $962,553, or 22.89%, of police and fire payroll, including benefits 70th Percentile: $1,120,109, or 26.64%, of police and fire payroll, including benefits Prosper is a place where everyone matters. FINANCE DEPARTMENT Item 14 Page 2 of 3 Placing civilian positions at the various market competitiveness levels on the “open pay range” chart and placing them at a similar position within their pay ranges (regardless of performance ratings) are estimated as follows: 50th Percentile: $145,274 or 2.6%, of civilian payroll, including benefits 60th Percentile: $319,706 or 5.71%, of civilian payroll, including benefits 70th Percentile: $564,487 or 10.07%, of civilian payroll, including benefits Budget Impact: Water/Sewer Fund This budget amendment is increasing the Water and Wastewater revenue, and increasing expenditures for water and wastewater fees, to have a net effect of decreasing fund balance by $80,000.00. This will allow the fund to have the budget authority to continue the projected water purchases and management fees for the year. Compensation Plan The costs with benefits below are factored on a full year of salary increases. General Fund 50th 60th 70th 50th 60th 70th 10‐00 Court Security $4,148 $4,906 $5,916 40‐02 Dev‐Code ‐‐ ‐ $954,862 $1,184,751 $ 1,557,769 40‐01 Dev‐Inspections $24,897 $50,578 $77,376 40‐03 Dev‐Planning $3,954 $11,539 $24,477 20‐05 Dispatch $53,188 $57,092 $66,382 Econ Dev ‐$2,330 $4,779 Water/Sewer Fund 98‐01 Engineering $2,362 $16,127 $68,963 50th 60th 70th 10‐03 Finance $10,463 $26,672 $43,490 30‐05 Fire Marshal $18,598 $27,802 $35,050 $30,877 $55,567 $111,385 30‐01 Fire Ops $454,683 $520,481 $622,916 10‐04 Human Resources ‐$3,227 $6,536 10‐05 Information Technology ‐$9,603 $19,641 60‐05 Library $13,343 $17,614 $21,442 10‐07 Municipal Court $5,292 $10,179 $15,239 Stormwater 60‐01 Parks Admin $3,672 $8,899 $25,602 50th 60th 70th 60‐02 Parks Ops $23,410 $36,415 $83,275 20‐01 Police Ops $336,973 $371,783 $407,545 $2,196 $5,469 $9,606 50‐01 PW‐Streets ‐$4,630 $12,313 50‐02 PW‐Water $27,107 $45,059 $83,721 50‐03 PW‐WW $3,770 $5,004 $16,380 Special Revenue Fund 60‐03 Recreation $2,915 $5,977 $9,195 50th 60th 70th 98‐02 Stormwater $2,196 $5,469 $9,606 10‐01 Town Manager ‐$2,114 $4,279 $4,148 $4,906 $5,916 10‐02 Town Secretary $1,112 $1,689 $9,269 10‐08 Utility Billing ‐$5,504 $11,204 TOTAL COST:$992,083 $1,250,693 $1,684,596 Dept/Cost Center Estimated Costs w/ Benefits Exhibit B reflects the change in the compensation plan to be effective the first payroll period in March 2017; therefore, the budget amendment request is for 16 payroll periods out of 26 payroll periods in FY 2016-2017. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed and approved the budget amendment ordinance as to the form and legality. Item 14 Page 3 of 3 Attached Documents: 1. Ordinance Town Staff Recommendation: Town staff recommends that the Town Council approve the budget amendment ordinance to fund the water purchases, wastewater management fees, and compensation plan as presented. Recommended Motion: I move to approve the budget amendment ordinance to fund the water purchases, wastewater management fees, and compensation plan as presented. Item 14 TOWN OF PROSPER, TEXAS ORDINANCE NO. 17-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, AMENDING ORDINANCE NO. 16-55 (FY 2016-2017 BUDGET) AND ALLOCATING FUNDS TO FUND INCREASED EXPENDITURE OF $955,544 IN THE GENERAL FUND, $1,137,506 IN THE WATER/SEWER FUND, $5,908 IN THE STORM DRAINAGE FUND, AND $3,638 IN THE SPECIAL REVENUE-COURT SERCURITY FUND BUDGET; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE. WHEREAS, the Town Council of the Town of Prosper, Texas (“Town Council”), has investigated and determined that it will be beneficial and advantageous to the residents of the Town of Prosper, Texas (“Prosper”), to amend Ordinance No. 16-55 (FY 2016-2017 Budget) for the purposes listed in Exhibit “A” and Exhibit “B,” attached hereto and incorporated herein by reference; and WHEREAS, the changes will result in budgeted funds being reallocated within the General Fund and an overall net increase in the budget for funding from fund balance. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS. THAT: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Ordinance No. 16-55 (FY 2016-2017 Budget) is hereby amended to allow for increases to appropriations as shown in Exhibit “A” and Exhibit “B,” attached hereto and incorporated herein by reference. SECTION 3 Savings/Repealing Clause. All provisions of any ordinance in conflict with this Ordinance are hereby repealed, but such repeal shall not abate any pending prosecution for violation of the repealed Ordinance, nor shall the repeal prevent prosecution from being commenced for any violation if occurring prior to the repeal of the Ordinance. Any remaining portions of conflicting ordinances shall remain in full force and effect. SECTION 4 Severability. Should any section, subsection, sentence, clause, or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, sentence, clause, or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, or phrases be declared unconstitutional or invalid. Item 14 Ordinance No. 17-__, Page 2 SECTION 5 Effective Date. This Ordinance shall become effective immediately upon its passage. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 14TH DAY OF FEBRUARY, 2017. TOWN OF PROSPER, TEXAS ___________________________________ Ray Smith, Mayor ATTEST TO: Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: ________________________________ Terrence S. Welch, Town Attorney Item 14 WATER/SEWER FUND Original Budget Current Budget Amended Budget Increase (Decrease) Revenues: Water Charges for Services $ 7,090,107 $ 7,090,107 $ 7,846,619 $ 756,512 Wastewater Charges for Services 3,236,000 3,236,000 3,468,542 232,542 Total $ 10,326,107 $ 10,326,107 $ 11,315,161 $ 989,054 Expenditures: Water Division-Water Purchases $ 2,748,305 $ 2,748,305 $ 3,701,359 $ 953,054 Sewer Division-Management Fees 1,770,668 1,770,668 1,886,668 116,000 Total $ 4,518,973 $ 4,518,973 $ 5,588,027 $ 1,069,054 Total Revenue 989,054$ Total Expenditures 1,069,054 Net Effect All Funds (80,000)$ EXHIBIT "A" BUDGET AMENDMENT FISCAL YEAR 2016-2017 February 14, 2017 Item 14 GENERAL FUND Original Budget Current Budget Amended Budget Increase (Decrease) Revenue: Property Taxes $ 10,003,217 $ 10,003,217 $ 10,493,899 $ 490,682 Sales Taxes 4,249,600 4,249,600 4,652,191 402,591 Building Inspection Fees 3,015,385 3,015,385 3,100,289 84,904 Total $ 17,268,202 $ 17,268,202 $ 18,246,379 $ 978,177 Expenditures: Administration-Personnel $ 1,411,063 $ 1,430,987 $ 1,491,441 $ 60,454 Police Services-Personnel 2,894,884 2,928,527 3,219,992 291,465 Fires Services-Personel 4,078,540 4,120,110 4,524,759 404,649 Public Works-Personel 234,538 238,797 246,369 7,572 Community Services-Personel 1,431,131 1,449,314 1,535,115 85,801 Development Services-Personel 1,516,172 1,531,077 1,593,717 62,640 Engineering-Personel 760,152 764,532 807,495 42,963 Total $ 12,326,480 $ 12,463,344 $ 13,418,888 $ 955,544 SPECIAL REVENUE FUND Original Budget Current Budget Amended Budget Increase (Decrease) Expenditures: Court Sercurity-Personnel $ 6,510 $ 6,510 $ 10,148 $ 3,638 Total $ 6,510 $ 6,510 $ 10,148 $ 3,638 WATER/SEWER FUND Original Budget Current Budget Amended Budget Increase (Decrease) Expenditures: Administration-Personnel $ 195,119 $ 199,673 $ 206,563 $ 6,890 Public Works-Personnel 1,600,392 1,620,956 1,682,518 61,562 Total $ 1,795,511 $ 1,820,629 $ 1,889,081 $ 68,452 STORM DRAINAGE FUND Original Budget Current Budget Amended Budget Increase (Decrease) Expenditures: Engineering-Personnel $ 149,963 $ 149,963 $ 155,871 $ 5,908 Total $ 149,963 $ 149,963 $ 155,871 $ 5,908 Total Revenue 978,177 Total Expenditures 1,033,542 Net Effect All Funds (55,365)$ EXHIBIT "B" BUDGET AMENDMENT FISCAL YEAR 2016-2017 February 14, 2017 Item 14