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10.10.17 Town Council Regular Meeting PacketPage 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. Presentations. • Presentation of Certificates of Appreciation to former members of the Town’s Boards and Commissions. (RB) • Presentation to members of the Prosper Police Department for receiving the Recognized Law Enforcement Agency designation by the Texas Police Chiefs Association (TPCA). (DK) • Library Services Department update, and presentation of the TML Municipal Excellence Award for the Town of Prosper Book Trail. (LS) 5. 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.) 5a. Consider and act upon minutes from the following Town Council meeting. (RB) • Regular Meeting – September 26, 2017 5b. Receive the August Financial Report. (KN) 5c. Consider and act upon appointing a Special Purpose District Committee. (KN) 5d. Consider and act upon an amendment to Resolution No. 17-69 regarding the application to the Texas Parks & Wildlife Department Outdoor Recreation Grant for the development of the Whitley Place Trail Extension Project. (DR) 5e. Consider and act upon authorizing the Town Manager to execute an Interlocal Agreement for Geographic Information System (GIS) services between the Town of Prosper and the City of Frisco. (AG) 5f. Consider and act upon an ordinance adopting Section 6 “Drainage System Design Requirements” of the Engineering Design Standards Ordinance; and repealing existing Sections 3.13.061 through 3.13.075 “Drainage and Flood Control” of the Town’s Code of Ordinances. (DH) AGENDA Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Tuesday, October 10, 2017 6:00 p.m. Page 2 of 3 5g. Consider and act upon authorizing the Town Manager to execute an Agreement to Contribute Right of Way Funds between the Texas Department of Transportation and the Town of Prosper, Texas, related to the construction of FM 2478 (Custer Road) from US 380 to FM 1461. (HW) 5h. 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) 6. 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: 7. Conduct a Public Hearing, and consider and act upon a request to rezone 2.5+ acres from Downtown Retail (DTR) to Planned Development-Downtown Retail (PD-DTR) to facilitate the development of a food truck park and outdoor entertainment venue (Silo Park), located on the northeast corner of W. Broadway Street and McKinley Street. (Z17-0009). (AG) DEPARTMENT ITEMS: 8. Consider and act upon authorizing the Town Manager to execute a Roadway Impact Fees Reimbursement Agreement between Longo Toyota of Prosper and the Town of Prosper, Texas, related to the construction of Mahard Parkway to serve Longo Toyota. (HW) 9. Consider and act upon an ordinance amending Division 2, “No-Parking Zones,” of Article 12.05, “Parking, Stopping and Standing,” of Chapter 12, “Traffic and Vehicles,” of the Town’s Code of Ordinances by adding a new Section 12.05.034, “South Craig Road,” to prohibit parking on a portion of South Craig Road south of Judy Rucker Elementary School. (SG) 10. 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: 10a. Section 551.087 – To discuss and consider economic development incentives. Page 3 of 3 10b. 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. 10c. Section 551.074 – To discuss and consider personnel matters and all matters incident and related thereto. 10d. Section 551.074 – To discuss appointments to the Board of Adjustment/Construction Board of Appeals, Parks & Recreation Board, Library Board, Prosper Economic Development Corporation Board, and Planning & Zoning Commission. 11. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. 12. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. • Discussion on Field Rental Fees (DR) • Discussion on 2015 Property Maintenance Code (JW) • Update on Downtown Enhancements Project - Broadway (MB) • Discuss November and December Council meeting schedule. (RB) 13. 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 5:00 p.m., on October 6, 2017, and remained so posted at least 72 hours before said meeting was convened. _______________________________ _________________________ Carol Myers, Deputy 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 8 ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. The meeting was called to order 6:03 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 (arrived at 6:23 p.m.) Councilmember Meigs Miller Councilmember Jeff Hodges Staff Members Present: Harlan Jefferson, Town Manager Robyn Battle, Town Secretary/Public Information Officer Terry Welch, Town Attorney Hulon Webb, Executive Director of Development and Community Services John Webb, Development Services Director Alex Glushko, Senior Planner Steve Glass, Deputy Director of Engineering Services Frank Jaromin, Public Works Director Michael Bulla, CIP Project Manager Dan Heischman, Senior Engineer Kelly Neal, Finance Director 2. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Doug Kriz led the invocation. The Pledge of Allegiance and the Pledge to the Texas Flag were recited. 3. Announcements of recent and upcoming events. On Tuesday, October 3, residents are encouraged to participate in National Night Out by spending the evening outside visiting with neighbors and Prosper’s public safety personnel. This annual event was created to heighten awareness, and strengthen participation in local anti-crime efforts. Contact Officer Erin Hubbard for more information or to schedule a block party. The Prosper Police Department will host “Coffee with a Cop” on Wednesday, October 4, from 8:00-10:00 a.m. at Honeylu’s Coffee located in the Kroger shopping center on Preston Road. Residents are invited to get to know their local police officers and ask questions about local police efforts in Prosper. Children are welcome to attend. MINUTES Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway Street Prosper, TX 75078 Tuesday, September 26, 2017 Page 2 of 8 Tuesday, October 10 is the last day to register to vote or make a change of address effective for the November 7, 2017, Election. Voter registration cards are available in Town Hall. More information is available on the Collin County or Denton County websites. Residents are invited to join the fun at Prosper’s Homecoming Parade, to be held on Wednesday, October 11th, starting at 5:30 p.m. Come see a variety of floats representing Prosper’s community and school groups at one of the Town’s biggest fall events. The 6th Annual Cory Ausenbaugh Memorial 5k and 1 Mile Fun Run will be held on Saturday, October 28, at Windsong Ranch. Proceeds will benefit the Cory Ausenbaugh Memorial Scholarship Foundation for a deserving Prosper High School Senior who is pursuing a degree in education, and children of fallen firefighters, police officers, and teachers. Contact Fire Chief Stuart Blasingame for more information. 4. Presentations. • Presentation of a Proclamation to members of the Prosper Police and Fire Departments declaring October 3, 2017, as National Night Out. (RB) Mayor Smith presented the Proclamation to Police Chief Kowalski and Fire Chief Blasingame. • Demonstration of the myPROSPER Mobile App. (LJ) Information Technology Director Leigh Johnson provided a demonstration of the Town’s new mobile app. 5. 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.) 5a. Consider and act upon minutes from the following Town Council meeting. (RB) • Special Meeting – September 5, 2017 • Regular Meeting – September 12, 2017 5b. Consider and act upon Resolution No. 17-70 amending Resolution No. 10-64 and Resolution No. 10-104 relative to the Employee Benefits Trust. (KN) 5c. Consider and act upon Resolution No. 17-71 designating The Prosper Press as the official newspaper of the Town of Prosper, and The Dallas Morning News as an alternative advertising source, for Fiscal Year 2017-2018. (RB) 5d. Consider and act upon adopting the FY 2017-2018 Prosper Economic Development Corporation budget. (RS) 5e. Consider and act upon Resolution No. 17-72 of the Town of Prosper, Texas, authorizing the Town Attorney to bring a condemnation action for the purpose of obtaining approximately 0.359 acres of real property, situated generally in the Bryants First Addition, Block 7, in the Town of Prosper, Page 3 of 8 Collin County, Texas, necessary for the construction of the First Street Project and for other public purposes permitted by law. (HW) 5f. Consider and act upon Resolution No. 17-73 of the Town of Prosper, Texas, authorizing the Town Attorney to bring a condemnation action for the purpose of obtaining approximately 0.479 acres of real property, situated generally in the Elisha Chambers Survey, Abstract No. 179, in the Town of Prosper, Collin County, Texas, necessary for the construction of the Prosper Trail (Kroger – Coit) Project and for other public purposes permitted by law. (HW) 5g. Consider and act upon authorizing the Town Manager to execute an Interlocal Agreement between North Texas Municipal Water District and the Town of Prosper, Texas, regarding the Regional Capacity Management, Operations and Maintenance (RCMOM) Program. (FJ) 5h. Consider and act upon authorizing the Town Manager to execute Amendment Eleven to the Interlocal Agreement between Collin County and the Town of Prosper, Texas, extending the agreement through FY 2017-2018, relating to Animal Sheltering Services. (JW) 5i. Consider and act upon authorizing the Town Manager to execute Amendment Eleven to the Interlocal Agreement between Collin County and the Town of Prosper, Texas, extending the agreement through FY 2017-2018, relating to Animal Control Services. (JW) 5k. 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) Deputy Mayor Pro-Tem Dixon removed Item 5j from the agenda. Councilmember Korbuly made a motion and Councilmember Hodges seconded the motion to approve all remaining items on the Consent Agenda. The motion was approved by a vote of 6-0. 5j. Conduct a Public Hearing, and consider and act upon a request to rezone 2.5+ acres from Downtown Retail (DTR) to Planned Development-Downtown Retail (PD-DTR) to facilitate the development of a food truck park and outdoor entertainment venue (Silo Park), located on the northeast corner of W. Broadway Street and McKinley Street. (Z17-0009). (AG) After discussion, Deputy Mayor Pro-Tem Dixon made a motion and Councilmember Miller seconded the motion to table Item 5j and continue the Public Hearing to the October 10, 2017, Town Council meeting. The motion was approved by a vote of 6-0. 6. 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 Page 4 of 8 complete a “Public Meeting Appearance Card” and present it to the Town Secretary prior to the meeting. Mike Korbuly, 801 Shadow Hill Drive, Prosper, read a personal statement from the podium in response to NFL players and others kneeling during the National Anthem. 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: 7. Conduct a Public Hearing, and consider and act upon a request for a Variance to Section 1.09 of the Sign Ordinance, regarding Wall Signs, for Texas Bank, located on the northwest corner of First Street and Preston Road. (V17-0007). (AG) Councilmember Dugger arrived at 6:23 p.m. and took his place at the Council bench. Senior Planner Alex Glushko presented this item before the Town Council. The Town’s Sign Ordinance limits the height of tenant wall signs to a maximum height of three feet, where the height of the tenant wall area is 20 feet or less. The applicant is requesting a maximum sign height of eight feet and to locate the wall sign on the second floor of the building in order to provide proportionate signage for the overall building height. Mr. Glushko confirmed that additional tenants in the building would be entitled to their own signs by right, without Council approval, as long as the signs were in compliance with the Sign Ordinance. Mayor Smith opened the Public Hearing. Bob Lowrimore, the applicant, confirmed that the bank would consider allowing additional signs for tenants of the building. With no one else speaking, Mayor Smith closed the Public Hearing. Bruce Carlin, speaking on behalf of Texas Bank, stated that the design of the building would make it difficult for tenants to install anything larger than what is allowable in the Sign Ordinance. The Council encouraged Town staff to include provisions in the upcoming Sign Ordinance revision to address excessive signage on multi-story buildings. After discussion, Mayor Pro-Tem Vogelsang made a motion and Councilmember Korbuly seconded the motion to approve a Variance to Section 1.09 of the Sign Ordinance, regarding Wall Signs, for Texas Bank, located on the northwest corner of First Street and Preston Road. The motion was approved by a vote of 7-0. Page 5 of 8 8. Conduct a Public Hearing, and consider and act upon a request to rezone 47.9± acres from Agriculture (A) to Planned Development (PD), for a Prosper ISD (PISD) athletic complex with a multi-sport stadium and a natatorium, located on the south side of Frontier Parkway, 460+ feet west of the Burlington Northern-Santa Fe Railroad (BNSF) right-of-way. (Z17-0008). (AG) Senior Planner Alex Glushko presented this item before the Town Council. The purpose of the proposed PD amendment is to allow for the development of a Prosper ISD athletic complex containing a multi-sport stadium, natatorium, and associated parking. The seating capacity of the stadium is approximately 12,000 and the seating capacity of the natatorium is approximately 500. To facilitate this request, reductions to the Town’s minimum parking, architectural, and landscaping requirements are being requested by PISD. Mr. Glushko reviewed the details of the request. Mayor Smith opened the Public Hearing. Dr. Greg Bradley, Assistant Superintendent of Business and Operations, spoke on behalf of Prosper ISD, the applicant. He explained that the proposed overpass at Frontier Parkway may cause Collin County to require additional right-of-way that may encroach onto the property, which would eliminate some parking and landscaping. Bill Smith, Landscape Architect with Teague Nall and Perkins, responded to questions from the Council about landscape maintenance on the site. Dr. Bradley stated that discussions on a proposed shared parking agreement between PISD and the Town are ongoing. Both parties are working to ensure that all of the appropriate stipulations are included in the agreement. Chris Schmidt, engineer with Teague Nall and Perkins, addressed line of sight issues at the entry to the property. He assured the Council that side visibility was evaluated during the design process to ensure proper visibility. Joe Tremblay, representing Huckabee Architects, responded to questions from the Council on parking access during construction. He discussed the various phases of parking construction. The Town will be allowed access to the temporary parking area used for contractor during construction. Additional parking will be made available throughout the various stages of construction. With no one else speaking, Mayor Smith closed the Public Hearing. Town Attorney Terry Welch advised the Council to include wording in the motion to address the possibility of the County requiring additional right-of-way. After discussion, Deputy Mayor Pro-Tem Dixon made a motion and Councilmember Korbuly seconded the motion to approve the request to rezone from Agriculture (A) to Planned Development (PD) for 47.9± acres, for a Prosper ISD (PISD) athletic complex with a multi- sport stadium and a natatorium, located on the south side of Frontier Parkway, 460+ feet west of the Burlington Northern-Santa Fe Railroad (BNSF) right-of-way. Further, in the event that Collin County requires more right-of-way on the northeast corner of the property than reflected in Exhibit D, parking and landscaping requirements on the property shall be modified accordingly, and any revisions shall be subject to the approval of the Town’s Page 6 of 8 Executive Director of Development and Community Services. The motion was approved by a vote of 7-0. 9. Conduct a Public Hearing, and consider and act upon an ordinance amending Chapter 4, Section 2 of the Zoning Ordinance, regarding landscaping maintenance. (Z17-0011). (AG) Councilmember Korbuly stepped away from the Council bench at 7:04 p.m. Senior Planner Alex Glushko presented this item before the Town Council. The proposed amendment codifies the requirement to maintain trees on Town-owned property, requires the development and maintenance of a work program, and gives the Parks and Recreation Board the option of establishing an advisory committee to assist on issues that are related to trees on public property. The proposed amendment is required for the Town to achieve the designation of Tree City USA by the Arbor Day Foundation and is consistent with other communities’ standards applicable to their Tree City USA designation. The amendment will not change the tree care requirements or responsibilities on private property. Mayor Smith opened the Public Hearing. With no one speaking, Mayor Smith closed the Public Hearing. Councilmember Dugger made a motion and Councilmember Hodges seconded the motion to approve Ordinance No. 17-74 amending Chapter 4, Section 2 of the Zoning Ordinance, regarding landscaping maintenance. The motion was approved by a vote of 6-0. DEPARTMENT ITEMS: 10. Consider and act upon approving the purchase of lighting and installation services for the Eagles Landing Park and Folsom Park lighting project, from Musco Lighting LLC through the Texas Local Government and Cooperative. (DR) Councilmember Korbuly returned to the Council bench at 7:07 p.m. Matt Furr, Parks Superintendent, presented this item before the Town Council. The project will include energy efficient LED lights and poles for two backstops on the north side of Eagles Landing Park. A light glare analysis was performed to ensure that the amount of light visible from adjacent homes will be minimized. After discussion, Councilmember Korbuly made a motion and Councilmember Dugger seconded the motion to approve the purchase of lighting and installation services for the Folsom Park and Eagles Landing Park lighting project, from Musco Lighting LLC through the Texas Local Government Cooperative. The motion was approved by a vote of 7-0. 11. Consider and act upon authorizing the Town Manager to execute the First Amendment to an Agreement between Prosper Independent School District and the Town of Prosper, Texas, related to the installation of lights at Eagles Landing Park. (DR) Matt Furr, Parks Superintendent, presented this item before the Town Council. In 2004, the Town and the Prosper Independent School District (PISD) entered into an Intergovernmental Joint Use and Lease Agreement for a portion of the Judy Rucker Page 7 of 8 Elementary School site. That agreement allowed the Town to construct multi-use recreational fields for use by Town residents for youth sports, known as Eagles Landing Park. The proposed First Amendment to the Agreement grants permission to the Town of Prosper from the PISD to install sports lighting at the practice area with two backstops. Deputy Mayor Pro-Tem Dixon made a motion and Councilmember Dugger seconded the motion to authorize the Town Manager to execute the First Amendment to an Agreement between Prosper Independent School District and the Town of Prosper, Texas, related to the installation of lights at Eagles Landing Park. The motion was approved by a vote of 7-0. 12. Discussion on proposed Detention/Retention requirements in the Drainage Design Standards. (DH) Senior Engineer Dan Heischman presented this item before the Town Council. Town staff presented proposed drainage design standards to the Town Council as part of a Public Hearing on May 9, 2017. At that time, staff was directed to revise the proposed standards to require all detention to be either retention or underground. The Prosper Developers Council (PDC) has expressed concern with eliminating dry detention ponds entirely. Town staff has worked with the PDC to develop guidelines to allow for a dry pond alternative. Mr. Heischman reviewed the proposed amendments to the drainage standards. After discussion, Town staff was directed to limit all detention to either retention or underground; however, the standards may be revised to allow for specific criteria under which the Council may grant an exception. A proposed ordinance will be presented to the Town Council at a future meeting. 13. 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: 13a. Section 551.087 – To discuss and consider economic development incentives. 13b. 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. 13c. Section 551.074 – To discuss and consider personnel matters and all matters incident and related thereto. The Town Council recessed into Executive Session at 7:29 p.m. 14. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. The Town Council reconvened the Regular Session at 8:27 p.m. No action was taken as a result of Executive Session. Councilmember Miller left the meeting at 8:28 p.m. Page 8 of 8 15. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. • Urban Transit Service (HW) Hulon Webb, Executive Director of Development and Community Services, reviewed several options for contracted transit services for elderly and disabled residents. The Council directed staff to continue to research options for this service. • Gateway Monument Design Update (HW) Hulon Webb, Executive Director of Development and Community Services, updated the Council on the design of the Gateway Monument at US 380 and Preston Road. Town staff was directed to revise the design of the top of the column, include lighting at the base of the monument, and determine where flags will be placed in proximity to the monument on holidays. 16. Adjourn. The meeting was adjourned at 8:46 p.m., on Tuesday, September 26, 2017. These minutes approved on the 10th day of October, 2017. APPROVED: Ray Smith, Mayor ATTEST: Robyn Battle, Town Secretary Prosper is a place where everyone matters. MONTHLY FINANCIAL REPORT as of August 31, 2017 Budgetary Basis Prepared by Finance Department October 10, 2017 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT AUGUST 2017 Table of Contents Dashboard Charts 1 - 3 General Fund 4 Water-Sewer Fund 5 Debt Service Fund 6 Internal Service Fund 7 Vehicle and Equipment Replacement Fund 8 Storm Drainage Utility Fund 9 Park Dedication and Improvement Fund 10 TIRZ #1 - Blue Star Fund 11 TIRZ #2 - Matthews Southwest 12 Water Impact Fees Fund 13 Wastewater Impact Fees Fund 14 Thoroughfare Impact Fees Fund 15 Special Revenue Fund 16 Capital Projects Fund-General 17 Capital Projects Fund-Water/Sewer 18 Detail All Funds 19 1 $- $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 2 $23.420 $21.468 $19.452 $21.609 $19.809 $22.137 $- $5 $10 $15 $20 $25 Total Budget YTD Budget YTD Actual In Millions General Fund Revenues and Expenditures Revenues Expenditures $14.820 $13.585 $13.103 $14.252 $13.065 $12.766 $- $2 $4 $6 $8 $10 $12 $14 $16 Total Budget YTD Budget YTD Actual In Millions Water -Sewer Fund Revenues and Expenditures Revenues Expenditures 3 Prosper is a place where everyone matters. GENERAL FUND AT A GLANCE %% Year Passed Resources 91.67% Revenues 102.44% Other Resources-Beginning Fund Balance 100.00% Uses 91.67% Expenditures 83.06% Ending Fund Balance 100.00% Resources Over (Under) Uses UTILITY FUNDS AT A GLANCE %% Year Passed Resources 91.67% Revenues 89.72% Other Resources-Beginning Fund Balance 100.00% Uses 91.67% Expenditures 93.71% Ending Fund Balance 100.00% Resources Over (Under) Uses OTHER MAJOR IMPACT FEE FUNDS AT A GLANCE %% Year Passed Resources 91.67% Revenues 82.28% Other Resources-Beginning Fund Balance 100.00% Uses 91.67% Expenditures 50.17% Ending Fund Balance 100.00% Resources Over (Under) Uses $0 $6,809,070 $16,968,639 $8,512,645 $7,027,368 $7,027,368 $9,293,730 $7,646,806 $14,702,277 $14,702,277 $0 -$542,678 Category Budget YTD Actual $15,220,792 $14,262,854 $8,654,717 $8,654,717 $14,597,852 $13,097,236 $9,277,657 $9,277,657 $0 Category Budget YTD Actual $8,218,157$8,218,157 $19,451,794$23,419,598 $4,495,030 Category Budget YTD Actual $21,609,381 $10,028,374 $22,136,607 $10,028,374 Town of Prosper Monthly Financial Report FY 2016/2017 Through the Month Ended August 2017 Unaudited -Intended for Management Purposes Only The following is a summary of the Town's financial results for operating funds. This information is summarized from financial statements for the monthly period that ended August 2017. 4 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% GENERAL FUND Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actuals Encumbrances Budget Balance YTD Percent Note YTD Actuals Prior Year REVENUES Property Taxes 10,003,217$ (490,682)$ 10,493,899$ 10,435,006$ -$ 99%1 8,450,309$ 23% Sales Taxes 4,230,600 (402,591) 4,633,191 4,699,600 - 101%3,629,592 29% Franchise Fees 739,400 - 739,400 745,806 - 101%611,242 22% Building Permits 2,656,400 (84,904) 2,741,304 2,562,924 - 93%2,612,835 -2% Fines 385,000 - 385,000 326,588 - 85%2 358,708 -9% Other 2,571,587 2,001,354 2,616,587 3,366,682 - 129%2,797,112 20% Total Revenues 20,586,204$ 1,023,177$ 21,609,381$ 22,136,607$ -$ 102%18,459,799$ 20% EXPENDITURES Administration 3,712,721$ 7,720$ 3,720,441$ 3,264,078$ 70,215$ 386,149$ 90%2,655,299$ 23% Police 3,836,484 217,193 4,053,677 3,329,273 22,561 701,844 83%2,437,801 37% Fire/EMS 4,733,929 303,622 5,037,551 4,078,422 22,810 936,319 81%2,927,427 39% Public Works 3,470,908 1,075,127 4,546,035 3,852,223 441,334 252,478 94%3 2,885,908 33% Community Services 2,728,045 66,872 2,794,917 2,253,225 86,650 455,041 84%1,760,463 28% Development Services 2,218,078 74,067 2,292,145 1,881,648 91,300 319,197 86%1,669,484 13% Engineering 829,967 144,865 974,832 792,926 82,350 99,556 90%572,349 39% Total Expenses 21,530,132$ 1,889,466$ 23,419,598$ 19,451,794$ 817,220$ 3,150,583$ 87%14,908,731$ 30% REVENUE OVER (UNDER) EXPENDITURES (943,928)$ (866,289)$ (1,810,217)$ 2,684,813$ 3,551,068$ Beginning Fund Balance October 1-Unassigned/Unrestricted 10,028,374$ 10,028,374$ 5,284,611$ Ending Fund Balance 8,218,157$ 12,713,187$ 8,835,679$ Notes 1 Property taxes are billed in October and the majority of collections occur December through February. 2 Court fines are below projected budget through the year. Citations issued below for comparison from last year. We are approximately 11% less issued citations from this time last year. 3 YTD expenditures are in line with budget. Transfers were made for the Windsong Ranch phase I road repairs. FY17 FY16 2 Citations Issued 2546 2855 Dismissals -181 -207 Net Citations 2365 2648 % difference -10.69% 5 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% WATER-SEWER FUND Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior Year REVENUES Public Works Revenues 11,722,007$ (989,054)$ 12,711,061$ 11,627,293$ -$ 1,083,768$ 91%1 10,373,967$ 12% Administration Revenues 1,616,729 (75,563) 1,541,166 1,138,355 - 402,811 74%2 1,164,454 -2% Total Revenues 13,338,736$ (1,064,617)$ 14,252,227$ 12,765,648$ -$ 1,486,579$ 90%11,538,420$ 11% EXPENDITURES Public Works 5,156,269$ 174,906$ 5,331,175$ 4,768,618$ 36,613$ 525,945$ 90%3,434,887$ 39% Water Purchases 2,748,305 953,054 3,701,359 3,116,661 - 584,698 84%1,839,260 69% Administration 5,880,578 (92,639) 5,787,939 5,217,431 10,303 560,205 90%5,418,252 -4% Total Expenses 13,785,152$ 1,035,322$ 14,820,474$ 13,102,710$ 46,915$ 1,670,849$ 89%10,692,398$ 23% REVENUE OVER (UNDER) EXPENDITURES (446,416)$ (2,099,939)$ (568,247)$ (337,062)$ 846,022$ Beginning Working Capital October 1 9,110,072 9,110,072 4,856,972 Ending Working Capital 8,541,825$ 8,773,010$ 5,702,994$ Notes 1 Public Works budgeted revenue reflects a recent budget amendment that will be collected in revenue during the peak months of summer. 2 Administration revenues are slightly lower than projected monthly budgeted revenue for Solid Waste charges due to commercial customers are now billed directly by the provider. Average Monthly Average Cumulative October 9.6%9.6% Aug-17 Aug-16 Growth % November 7.6%17.2% WATER SEWER WATER SEWER Change December 5.3%22.5% # of Accts Residential 6,628 5,964 5,978 5,324 11.41%January 4.1%26.6% #of Accts Commercial 257 179 231 149 14.74%February 4.3%30.9% Consumption-Residential 131,704,040 42,943,618 157,069,720 35,511,455 -9.31%March 4.6%35.5% Consumption-Commercial 8,036,830 4,010,460 16,375,350 4,434,650 -42.11%April 5.9%41.4% Average Residential Water Consumption 19,871 26,275 -24.37%May 7.1%48.5% Billed ($) Residential $777,862.18 $958,365.89 June 8.5%57.0% Billed ($) Commercial $61,012.45 $123,118.32 July 12.1%69.1% Total Billed ($) $838,874.63 $309,912.81 $1,081,484.21 $269,894.21 -14.99%August 14.5%83.6% September 16.4%100.0% 6 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% DEBT SERVICE FUND Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior Year REVENUES Property Taxes-Delinquent 73,828$ -$ 73,828$ 328,376$ -$ (254,548)$ 445%2 70,191$ 368% Property Taxes-Current 4,086,721 - 4,086,721 4,024,392 - 62,329 98%1 3,642,096 10% Taxes-Penalties 21,439 - 21,439 86,419 - (64,980) 403%24,611 251% Interest Income 18,000 - 18,000 23,548 - (5,548) 131%20,010 18% Total Revenues 4,199,988$ -$ 4,199,988$ 4,462,735$ -$ (262,747)$ 106%3,756,909$ 19% EXPENDITURES Professional Services -$ -$ -$ 3,400$ -$ (3,400)$ 4 -$ 2008 CO Bond Payment 572,175 (41,175) 531,000 531,000 - - 100%3 671,805 -21% 2010 Tax Note Payment 368,376 (3,376) 365,000 365,000 - - 100%369,633 -1% 2011 Refunding Bond Payment 118,541 (3,491) 115,050 115,050 - - 100%146,445 -21% 2012 GO Bond Payment 282,263 (107,263) 175,000 175,000 - - 100%- 2013 GO Refunding Bond 286,200 (131,200) 155,000 155,000 - - 100%284,200 -45% Bond Administrative Fees 21,000 - 21,000 13,600 - 7,400 65%2,000 580% 2014 GO Bond Payment 372,750 (117,750) 255,000 255,454 - (454) 100%372,750 -31% 2015 GO Bond Payment 659,374 (614,374) 45,000 45,000 - - 100%612,164 -93% 2015 CO Bond Payment 374,800 (314,800) 60,000 60,000 - - 100%312,772 -81% 2016 GO Debt Payment 598,848 (191,948) 406,900 406,900 - - 100%- 2016 CO Debt Payment 528,483 (273,483) 255,000 255,000 - - 100%- Bond Interest Expense - 1,798,860 1,798,860 1,798,406 - 454 100%- Total Expenditures 4,182,810$ -$ 4,182,810$ 4,178,810$ -$ 4,000$ 100%2,771,768$ 66% REVENUE OVER (UNDER) EXPENDITURES 17,178$ -$ 17,178$ 283,926$ 985,141$ Beginning Fund Balance October 1 1,841,724 1,841,724 1,470,008 Ending Fund Balance Current Month 1,858,902$ 2,125,650$ 2,455,149$ Notes 1 2 Prosper received a significant AG delinquent tax payment in January. Prosper received another large delinquent AG levy payment in August. 3 Debt Service payments are made in the months of February and August. The 2017 financial report breaks out the principle and interest seperately. Principle payments are paid completely in February except 2013 GO and 2014 GO bonds. In order to reflect the Town's financial responsibility, Finance encumbered the full debt service payments for the year. 4 Arbitrage calculation services required as post issuance compliance. Property taxes are billed in October and the majority of collections occur December through February. 7 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% INTERNAL SERVICE FUND-MEDICAL EXPENSE REIMBURSEMENT PROGRAM Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior Year REVENUES Charges for Services 20,000$ -$ 20,000$ 6,030$ -$ 13,970$ 30%20,115$ -70% Interest Income 700 - 700 688 - 12 98%787 -12% Transfers In 2,400 - 2,400 600 - 1,800 25%2,200 -73% Total Revenue 23,100$ -$ 23,100$ 7,318$ -$ 15,782$ 32%23,102$ -68% EXPENDITURES MERP H & D Expense 40,000$ -$ 40,000$ 23,088$ -$ 16,912$ 58%25,941$ Total Expenditures 40,000$ -$ 40,000$ 23,088$ -$ 16,912$ 58%25,941$ REVENUE OVER (UNDER) EXPENDITURES (16,900)$ -$ (16,900)$ (15,770)$ (2,839)$ Beginning Fund Balance October 1 116,207 116,207 117,609 Ending Fund Balance Current Month 99,307$ 100,437$ 114,770$ Note Finance is budgeting the fund balance to be moved into the Health Insurance Trust Fund for the first of next fiscal year. This fund will show minimal activity for the remainder of the year. Employees were able to make claims on their accounts through March 15, 2017. The Town is still reconciling those claims. MERP will continue to pay for Compass and other projected services coming online this fiscal year. 8 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% VEHICLE AND EQUIPMENT REPLACEMENT FUND Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior Year REVENUES Charges for Services 500,781$ -$ 500,781$ 459,049$ -$ 41,732$ 92%459,049$ 0% Other Reimbursements 18,000 - 18,000 36,217 - (18,217) 201%1 81,867 Interest Income - - - 11,776 - (11,776) - Transfers In - - - - - - - Total Revenue 518,781$ -$ 518,781$ 507,042$ -$ 11,739$ 98%540,916$ -6% EXPENDITURES Vehicle Replacement 204,560$ 94,818$ 320,498$ 284,057$ 1$ 36,440$ 89%541,366$ Equipment Replacement - - - - - - 0%9,995 IT Replacement 30,350 - 30,350 27,800 - 2,550 92%12,026 Total Expenditures 234,910$ 94,818$ 350,848$ 311,857$ 1$ 38,990$ 89%563,386$ REVENUE OVER (UNDER) EXPENDITURES 283,871$ (94,818)$ 167,933$ 195,185$ (22,470)$ Beginning Fund Balance October 1 1,677,754 1,677,754 1,762,267 Ending Fund Balance Current Month 1,845,687$ 1,872,939$ 1,739,797$ Notes 1 Auction revenues and insurance reimbursements are placed in the Other Reimbursements account as they occur. 9 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% STORM DRAINAGE UTILITY FUND Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior Year REVENUES 45-4 Storm Drainage Utility Fee 344,725$ -$ 344,725$ 317,455$ -$ 27,270$ 92%1 286,941$ 11% 45-4 Interest Income 900 - 900 14,133 - (13,233) 1570%973 1352% Other Revenue - - - - - - - Total Revenue 345,625$ -$ 345,625$ 331,588$ -$ 14,037$ 96%287,914$ 15% EXPENDITURES Personnel Services 149,963$ 2,706$ 152,669$ 121,961$ -$ 30,708$ 80%76,920$ 59% 45-7 Operating Expenditures 215,249 32,400 247,649 1,038,184 - (790,535) 419%2 153,671 576% Total Expenses 365,212$ 35,106$ 400,318$ 1,160,145$ -$ (759,827)$ 290%230,591$ 403% REVENUE OVER (UNDER) EXPENDITURES (19,587)$ (35,106)$ (54,693)$ (828,556)$ 57,323$ Beginning Working Capital October 1 167,585 167,585 261,398 Ending Working Capital Current Month 112,892$ (660,971)$ 318,721$ Note 1 YTD revenue is in line with budget and reflects a 11% increase from this time last year. 2 YTD operating expenditures reflect transfers to CIP fund for the bond proceeds held in the Drainage fund. A budget amendment at year end will address the transfers. 10 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% PARK DEDICATION AND IMPROVEMENT FUNDS Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Actual Prior Year REVENUES 60-4 Park Dedication-Fees 100,000$ -$ 100,000$ 548,419$ -$ (448,419)$ 548%633,823$ -13% 60-4 Park Improvements 100,000 - 100,000 270,702 - (170,702) 271%439,620 -38% Contributions - - - - - - - 60-4 Interest-Park Dedication 7,000 - 7,000 9,647 - (2,647) 138%6,168 56% 60-4 Interest-Park Improvements 3,800 - 3,800 6,860 - (3,060) 181%3,509 95% Total Revenue 210,800$ -$ 210,800$ 835,628$ -$ (624,828)$ 396%1,083,120$ -23% EXPENDITURES 60-5 Miscellaneous Expense -$ -$ -$ -$ -$ -$ 40$ -100% Professional Services-Park Ded - - - - - - - 60-5 Professional Services-Park Imp - - - - - - - Developer Reimbursement-Park Imp - - - - - - 17,011 60-6 Capital Exp-Park Imp 90,000 914,260 1,004,260 192,577 803,985 7,698 99%1 532,752 -64% 60-6 Capital Exp-Park Ded - 534,590 534,590 30,728 397,607 106,255 80%2 596,788 -95% Transfers Out - - - 262,500 - (262,500) - Total Expenses 90,000$ 1,448,850$ 1,538,850$ 485,805$ 1,201,592$ 113,953$ 110%1,146,592$ -58% REVENUE OVER (UNDER) EXPENDITURES 120,800$ (1,448,850)$ (1,328,050)$ 349,823$ (63,471)$ Beginning Fund Balance October 1 2,148,564 2,148,564 2,296,791 Ending Fund Balance Current Month 820,514$ 2,498,387$ 2,233,320$ Notes 1 Frontier Park North Field Improvements - design and CMAR services and encumbrance for contract. 2 Frontier Park North Field Improvements - CMAR services and encumbrance for contract. 11 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% TIRZ #1 - BLUE STAR Original Budget Amended Current Year Prior Year Change from Budget Adjustment Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Impact Fee Revenue: Water Impact Fees -$ -$ -$ 88,668$ -$ Wastewater Impact Fees - - - 69,460 - East Thoroughfare Impact Fees - - - 790,121 - Property Taxes - Current - - - 397,653 - Other Revenue 2,510 Transfers In - - - - - Total Revenue -$ -$ -$ 1,348,412$ -$ EXPENDITURES Professional Services -$ -$ -$ -$ -$ Developer Rebate - - - 1,176,007 - Transfers Out - - - - - Total Expenses -$ -$ -$ 1,176,007$ -$ REVENUE OVER (UNDER) EXPENDITURES -$ 172,406$ -$ Beginning Fund Balance October 1 (7,500) (7,500) 1 (7,500) Ending Fund Balance Current Month (7,500)$ 164,906$ (7,500)$ Note 1 Revenues reported as of September 30, 2016, to the TIRZ board is not reflected in the audited financial report. This will be reported in the FY ending September 30, 2017, financial report in the amount of $576,311. A budget amendment at year end will address the activity that is reflected in the financial report. 12 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% TIRZ #2 - MATTHEWS SOUTHWEST Original Budget Amended Current Year Prior Year Change from Budget Adjustment Budget YTD Actual YTD Percent Note YTD Actual Prior Year REVENUES Impact Fee Revenue: West Thoroughfare Impact Fees -$ -$ -$ 178,629$ Property Taxes - - - - - Other Revenue - - - 448 - Transfers In - - - - - Total Revenue -$ -$ -$ 179,077$ -$ EXPENDITURES Professional Services -$ -$ -$ -$ -$ Developer Rebate - - - 153,629 - Transfers Out - - - - - Total Expenditures -$ -$ -$ 153,629$ -$ REVENUE OVER (UNDER) EXPENDITURES -$ 25,448$ 1 -$ Beginning Fund Balance October 1 - - - Ending Fund Balance Current Month -$ 25,448$ -$ Note 1 Revenues reported as of September 30, 2016, to the TIRZ board is not reflected in the audited financial report. This will be reported in the FY ending September 30, 2017, financial report in the amount of $178,628.50. A budget amendment at year end will address the activity that is reflected in the financial report. 13 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% WATER IMPACT FEES FUND Current Year Current Year Current Year Project Project Original Budget Amended Current Year Current Year Current Remaining Prior Years Budget STATUS OF Budget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure Balance PROJECT REVENUES Impact Fees Water 3,200,000$ -$ 3,200,000$ 3,082,054$ Interest - Water 29,700 - 29,700 27,255 Total Revenues 3,229,700$ -$ 3,229,700$ 3,109,309$ EXPENDITURES Developer Reimbursements TVG Westside Utility Developer Reimb 975,000$ 975,000$ -$ 975,000$ 1,353,097$ -$ (378,097)$ -$ (378,097)$ See increased impact fee collections Prosper Partners Developer Reimb 195,000 195,000 - 195,000 - - 195,000 - 195,000 Preserve Doe Creek Developer Reimb 713,460 532,586 180,874 713,460 713,457 - 3 - 3 Prosper Lakes Developer Reimb 251,000 - 251,000 251,000 50,700 - 200,300 - 200,300 Total Developer Reimbursements 2,134,460$ 1,702,586$ 431,874$ 2,134,460$ 2,117,254$ -$ 17,206$ -$ 17,206$ Capital Expenditures Impact Fee Study 67,473$ -$ 13,457$ 13,457$ 13,457$ -$ 0$ 44,379$ 9,637$ Prosper Trail EST 4,403,300 - 818,669 818,669 653,269 165,400 (0) 2,540,459 1,044,171 Construction 99% complete Lower Pressure Plane Pump Station Design 127,081 1,726,000 (1,726,000) - 11,335 - (11,335) 31,022 84,724 County Line Elevated Storage 565,700 337,500 228,200 565,700 7,333 317,917 240,450 - 240,450 Design 2% complete - construction start date: Summer 2018 Kroger Reimb Prosper Trail 130,000 - - - - - - 130,000 - Project completed 24" WL Connector County Line EST 829,850 70,775 759,075 829,850 29,927 767,073 32,850 - 32,850 Design 2% complete - construction start date: Summer 2018 Traffic Signal at First and DNT 25,000 - - - - - - 25,000 - Funds transferred to Thoroughfare Fund Custer Road Pump Station Expansion 134,100 - 134,100 134,100 7,502 126,598 - - - Design 2% complete - construction start date: Winter 2018 42" Lovers Lane Transmission Line 925,590 - 925,590 925,590 892,472 4,846 28,272 - 28,272 Construction complete Total Projects 7,208,094$ 2,134,275$ 1,153,091$ 3,287,366$ 1,615,295$ 1,381,834$ 290,237$ 2,770,860$ 1,440,105$ Total Expenditures 9,342,554$ 3,836,861$ 1,584,965$ 5,421,826$ 3,732,550$ 1,381,834$ 307,443$ 2,770,860$ 1,457,310$ REVENUE OVER (UNDER) EXPENDITURES (2,192,126)$ (623,240)$ Beginning Fund Balance October 1 4,900,480 4,900,480 Ending Fund Balance Current Month 2,708,354$ 4,277,240$ 14 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% WASTEWATER IMPACT FEES FUND Current Year Current Year Current Year Project Project Original Budget Amended Current Year Current Year Current Remaining Prior Years Budget STATUS OF Budget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure Balance PROJECT REVENUES Impact Fees Wastewater 600,000$ -$ 600,000$ 438,331$ Interest - Wastewater 7,800 - 7,800 10,721 Upper Trinity Equity Fee - - - 98,000 Total Revenues 607,800$ -$ 607,800$ 547,052$ EXPENDITURES Developer Reimbursements Impact Fee Reimbursement LaCima 5,000$ 5,000$ -$ 5,000$ -$ -$ 5,000$ -$ 5,000$ TVG Westside Utility Developer Reimb 170,750 170,750 - 170,750 151,922 - 18,828 - 18,828 Prosper Partners Utility Developer Reimb 34,150 34,150 - 34,150 - - 34,150 - 34,150 Frontier Estates Developer Reimb 71,300 71,300 - 71,300 10,928 - 60,372 - 60,372 Brookhollow Developer Reimb - - - - 1,366 (1,366) - (1,366) LaCima #2 Interceptor 220,000 465,000 (245,000) 220,000 - - 220,000 - 220,000 Development-scheduled for payment Summer 2017 Total Developer Reimbursements 501,200$ 746,200$ (245,000)$ 501,200$ 164,216$ -$ 336,984$ -$ 336,984$ Capital Expenditures Impact Fee Study 112,993$ -$ 22,541$ 22,541$ 22,541$ -$ (0)$ 90,452$ -$ Public Works Interceptor 1,045,000 - 1,045,000 1,045,000 758,688 139,211 147,101 - 147,101 Construction 95% complete Total Projects 1,157,993$ -$ 1,067,541$ 1,067,541$ 781,229$ 139,211$ 147,101$ 90,452$ 147,101$ Total Expenditures 1,659,193$ 746,200$ 822,541$ 1,568,741$ 945,444$ 139,211$ 484,086$ 90,452$ 484,086$ REVENUE OVER (UNDER) EXPENDITURES (960,941)$ (398,393)$ Beginning Fund Balance October 1 1,648,867 1,648,867 Ending Fund Balance Current Month 687,926$ 1,250,474$ 15 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% THOROUGHFARE IMPACT FEES FUND Current Year Current Year Current Year Project Project Original Budget Amended Current Year Current Year Current Remaining Prior Years Budget STATUS OF Budget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure Balance PROJECT REVENUES East Thoroughfare Impact Fees 4,000,000$ -$ 4,000,000$ (185,010)$ The negative revenue reflects prior period adjustment to report TIRZ impact fees in the correct fund. West Thoroughfare Impact Fees 1,200,000 - 1,200,000 3,301,820 Increased collections in West Thoroughfare Impact fees is used for developer reimbursement Interest-East Thoroughfare Impact Fees 32,560 - 32,560 33,967 Interest-West Thoroughfare Impact Fees 12,870 - 12,870 4,040 Total Revenues 5,245,430$ -$ 5,245,430$ 3,154,817$ EXPENDITURES East Impact Fee Study 17,322$ -$ 3,461$ 3,461$ 3,461$ -$ 0$ 11,388$ 2,473$ Impact Fee Reimbursement Lakes of LaCima 300,000 300,000 - 300,000 - - 300,000 199,029 100,971 Frontier Pkwy BNSF Overpass 2,340,000 2,340,000 - 2,340,000 - - 2,340,000 - 2,340,000 Planning stage-all parties agreed to shared contribution Prosper Trail (Kroger - Coit)3,305,000 3,000,000 - 3,000,000 92,117 - 2,907,884 169,770 3,043,114 Design 95% complete-construction start Winter 2018 Prosper Trail (Coit - Custer)610,000 540,000 70,000 610,000 183,418 426,582 - - - Design 28% complete-field survey 100% complete Kroger Reimbursement - Prosper Tr 960,000 - - - - - - 954,933 5,067 Project completed Coit Road (First - Frontier)700,000 770,000 (70,000) 700,000 300,032 389,868 10,100 - 10,100 Design 40% complete Custer Turn Lane - Prosper Tr 100,000 100,000 - 100,000 - - 100,000 - 100,000 TxDOT on hold First St. DNT-Coleman-EAST 585,000 - 350,000 350,000 193,883 - 156,117 195,000 196,117 Design 70% complete Total East 8,917,322$ 7,050,000$ 353,461$ 7,403,461$ 772,910$ 816,450$ 5,814,101$ 1,530,120$ 5,797,842$ West Impact Fee Study 17,322 -$ 3,461$ 3,461$ 3,461$ -$ 0$ 11,388$ 2,473$ TVG Developer Reimb 500,000 500,000 - 500,000 2,136,729 - (1,636,729) - (1,636,729) See increased impact fee collections Parks at Legacy Developer Reimb 100,000 100,000 - 100,000 249,709 - (149,709) - (149,709) See increased impact fee collections 200,000 200,000 - 200,000 - - 200,000 - 200,000 Design contract anticipated to Council Summer 2017 First St. DNT-Coleman-EAST 355,000 - 98,200 98,200 186,038 -$ (87,838) 152,130$ 16,832 Design 70% complete Teel Parkway - DCFWSD#10 300,000 - - - - - - - 300,000 Anticipate payment to developer early summer 2017 Total West 1,472,322$ 800,000$ 101,661$ 901,661$ 2,575,936$ -$ (1,674,275)$ 163,518$ (1,267,132)$ Total Expenditures 10,389,644$ 7,850,000$ 455,122$ 8,305,122$ 3,348,847$ 816,450$ 4,139,825$ 1,693,638$ 4,530,710$ REVENUE OVER (UNDER) EXPENDITURES (3,059,692)$ (194,029)$ Beginning Fund Balance October 1 5,870,266 5,870,266 Ending Fund Balance Current Month 2,810,574$ 5,676,237$ Cook Lane (First - End) 16 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 Expected Year to Date Percent 91.67% SPECIAL REVENUE FUNDS Original Budget Amended Current Year Current Year Current Remaining Prior Year Change from Budget Adjustment Budget YTD Actual Encumbrances Budget Balance YTD Percent Note YTD Obligated Prior Year REVENUES Police Donation Revenue 12,000$ -$ 12,000$ 14,672$ -$ (2,672)$ 122%13,814$ 6% Police Grant - - - - - - - Fire Donation Revenue 8,400 - 8,400 12,394 - (3,994) 148%11,195 11% Child Safety Revenue 8,000 - 8,000 9,443 - (1,443) 118%9,878 Court Security Revenue 7,000 - 7,000 5,969 - 1,031 85%- Court Technology Revenue 9,000 - 9,000 7,958 - 1,042 88%- LEOSE Revenue - - - 2,398 - (2,398) 1,769 Library Grant - - - - - - - Interest Income 8,000 - 8,000 1,066 - 6,934 13%9,037 -88% Prosper Christmas Donations 12,000 - 12,000 13,706 - (1,706) 114%- Tree Mitigation Revenue - - - - - - 45,500 Cash Seizure/Forfeiture - - - 3,814 - (3,814) 1,128 Donations - ITTCC - - - 1,000 - (1,000) - Transfer In - - - 1,119 - (1,119) - Total Revenue 64,400$ -$ 64,400$ 73,539$ -$ (9,139)$ 114%92,320$ -20% LEOSE Expenditure -$ -$ -$ 2,645$ -$ (2,645)$ 500$ Prosper Christmas Expense 40,000 - 40,000 30,060 5,350 4,590 89%- Court Technology Expense 18,000 - 18,000 41 - 17,959 0%- Court Security Expense 8,179 10,649 18,828 12,674 - 6,154 67%- Police Donation Expense 10,000 - 10,000 5,836 - 4,164 58%4,373 Fire Donation Expense - - - 2,431 - (2,431) 3,587 -32% Child Safety Expense 10,000 - 10,000 1,148 - 8,852 11%6,906 Tree Mitigation Expense 14,000 - 14,000 - - 14,000 0%- Library Grant Expense - - - - - - - Police Seizure Expense 5,000 - 5,000 783 - 4,217 16%330 137% Transfer Out - - - 882,729 - (882,729) Total Expenses 105,179$ 10,649$ 115,828$ 938,348$ 5,350$ (827,870)$ 810%15,696$ 5878% REVENUE OVER (UNDER) EXPENDITURES (40,779)$ (10,649)$ (51,428)$ (864,809)$ 76,624$ Beginning Fund Balance October 1 1,143,867$ 1,143,867$ 857,283$ Ending Fund Balance Current Month 1,092,439$ 279,058$ 933,907$ 17 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 CAPITAL PROJECTS FUND-GENERAL Current Year Current Year Current Year Project Project Original Budget Amended Current Year Current Year Current Remaining Prior Years Budget STATUS OF Budget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure Balance PROJECT REVENUES Grants -$ -$ -$ -$ Contributions/Interlocal Revenue - - - 3,000,000 Bond Proceeds 12,792,496 - 12,792,496 11,730,110 closing on 2017 CO bonds 7/27/17 Interest - - - 33,841 Interest-2004 Bond 2,000 - 2,000 1,901 Interest-2006 Bond 600 - 600 2,575 Interest-2008 Bond 7,500 - 7,500 644 Interest-2012 GO Bond 12,000 - 12,000 892 Interest-2015 Bond - - - 22,485 Interest-2016 Bond - - - 58,889 Transfers In-Bond Proceeds 1,665,000 3,359,600 5,024,600 12,766,094 Total Revenues 14,479,596$ 3,359,600$ 17,839,196$ 27,617,431$ EXPENDITURES Coleman-Prosper Tr to Prosper HS 4,400,000$ -$ 46,162$ 46,162$ 29,452$ 23,828$ (7,118)$ 4,321,893$ 24,827$ Project complete Downtown Enhancements 1,850,000 1,850,000 - 1,850,000 61,520 34,780 1,753,700 51,300 1,702,400 Design 95% complete-construction start date: Fall 2017 Seventh Street (Coleman-PSID)990,000 - 200 200 200 - - 985,288 4,512 Project complete West Prosper Roads 12,781,000 - 6,691,786 6,691,786 1,524,542 5,167,244 0 6,089,214 - Phase 1-Construction complete - - Phase 2-design 95% complete; construction start date: Fall 2017 Prosper Trail (Kroger to Coit)975,000 - 1,059,610 1,059,610 60,030 32,530 967,051 200,549 967,050 Design 95% complete-construction start date: Winter 2018 First Street (DNT to Coleman)660,672 - 174,412 174,412 42,005 148,149 (15,742) 395,224 75,294 Design 70% complete Old Town Streets 2015 (Broadway,Fifth, McKinley)1,000,000 1,000,000 - 1,000,000 - - 1,000,000 - 1,000,000 Negotiations on design contract once FY 2017-2018 CIP is approved Fishtrap Rd (Artesia to Dallas Parkway) & 2,037,676 - 1,262,277 1,262,277 32,668 - 1,229,609 2,005,005 3 Project complete First St (Coit to Custer Rd)- - Prosper Road Improvements 1,415,906 - - - - - - 1,415,906 (0) Project complete Main Street (First - Broadway)625,000 625,000 - 625,000 156,275 442,067 26,658 - 24 Construction 31% complete Eighth Street (Church-PISD)260,000 260,000 - 260,000 - - 260,000 - 260,000 Project moved to 2020-2025 Church Street (First-PISD)750,000 - 595,060 595,060 595,060 - - 89,300 65,640 Project complete Field Street (First-Broadway)250,000 250,000 - 250,000 - - 250,000 - 250,000 Project moved to 2020-2025 Parvin Road (Good Hope-FM1385)270,000 270,000 - 270,000 - - 270,000 - 270,000 Project moved to 2020-2025 Pasewark (Preston-Hickory)400,000 400,000 - 400,000 - - 400,000 - 400,000 Project moved to 2020-2025 Parvin (Broadway-Eighth)515,000 515,000 - 515,000 222,867 166,112 126,021 - 126,021 Construction 45% complete Sixth Street (Coleman-Church)430,000 430,000 - 430,000 16,350 235,948 177,702 - 177,702 Construction 45% complete Third Street (Church-Lane)320,000 320,000 - 320,000 - 232,765 87,236 - 87,236 Construction 45% complete Town Hall Infrastructure Improvements 1,307,400 1,275,000 32,800 1,307,800 541,992 698,672 67,137 (139,871) 206,607 Construction 53% complete Windsong Ranch, Phase I (Acacia Parkway)1,022,782 - 1,022,782 1,022,782 - - 1,022,782 - 1,022,782 Winter 2017 Total Street Projects 32,260,436$ 7,195,000$ 10,885,089$ 18,080,089$ 3,282,960$ 7,182,095$ 7,615,034$ 15,413,808$ 6,640,097$ SH289 Median Lighting 1,000,000$ -$ 6,590$ 6,590$ -$ 6,590$ (0)$ 953,203$ 40,206$ Project complete Decorative Monument Street Signs 150,020 - - - 5,543 - (5,543) 109,943 40,077 Construction 95% complete Coit Rd (US 380 - First) Median Lighting 450,000 - - - - - - - - Construction 4% complete Total Traffic Projects 1,600,020$ -$ 6,590$ 6,590$ 5,543$ 6,590$ (5,543)$ 1,063,146$ 80,284$ Frontier Park - North Field Improvements 10,060,815$ 9,526,225$ -$ 9,526,225$ 6,587,191$ 2,978,534$ (39,500)$ -$ 495,090$ Construction 62% complete Total Park Projects 10,060,815$ 9,526,225$ -$ 9,526,225$ 6,587,191$ 2,978,534$ (39,500)$ -$ 495,090$ Windsong Ranch Fire Station 7,500,000$ -$ 187,225$ 187,225$ 256,449$ 18,760$ 7,097,167$ 146,384$ Completed Town Hall Professional Services 2,040,695 1,450,000 245,313 1,695,313 514,911 214,803 1,720,054 (194,270) Town Hall Multipurpose Facility 19,989,691 10,000,000 1,176,691 11,176,691 7,525,522 12,078,669 - 385,500 Construction 53% complete Town Hall - FF&E 1,362,000 - - - - 1,750 - - Windsong Ranch Fire - Apparatus 1,078,000 - 340,002 340,002 83,183 262,982 720,900 10,936 Completed Total Facility Projects 31,970,386$ 11,450,000$ 1,949,231$ 13,399,231$ 8,380,065$ 12,576,963$ -$ 9,538,120$ 348,551$ Transfer Out - GF -$ -$ -$ -$ 45,000$ -$ -$ -$ -$ Streets transferred to CIP in 15/16 for asphalt repairs project that was not done so funds were transferred back to GF-Streets Total Expenditures 75,891,657$ 28,171,225$ 12,840,910$ 41,012,135$ 18,300,759$ 22,744,182$ 7,569,991$ 26,015,074$ 7,564,021$ REVENUE OVER (UNDER) EXPENDITURES (23,172,939)$ 9,316,672$ Beginning Fund Balance October 1 12,955,728 12,955,728 Ending Fund Balance Current Month (10,217,211)$ 22,272,400$ 18 TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT August 31, 2017 CAPITAL PROJECTS FUND-WATER/SEWER Current Year Current Year Current Year Project Project Original Budget Amended Current Year Current Year Current Remaining Prior Year Budget STATUS OF Budget Budget Adjustment Budget Actual Encumbrances Budget Balance Expenditure Balance PROJECT REVENUES Interest Income 37,200$ -$ 37,200$ 17,706$ Bond Proceeds 11,138,450 - 11,138,450 - Transfers In - - - 763,665 Transfer from Water Impact Fund for Lower Pressure Plane Pump Station Design & 2016 CO Bonds for Old Town Drainage projects Total Revenues 11,175,650$ -$ 11,175,650$ 781,372$ EXPENDITURES PRV's at BNSF Railroad 582,000$ -$ 115,096$ 115,096$ 118,997$ 22$ (3,923)$ 28,788$ 434,193$ Pre-Construction Lower Pressure Plane Pump Station Design 22,960,919 22,960,919 - 22,960,919 7,398 39,286 22,914,235 102,199 22,812,036 Construction complete for Lovers Lane Prosper Trail EST Construction 517,300 - 34,930 34,930 25,280 9,650 (0) 456,389 25,981 Construction 99% complete Total Water Projects 24,060,219$ 22,960,919$ 150,026$ 23,110,945$ 151,675$ 48,959$ 22,910,312$ 587,375$ 23,272,210$ Downtown Drainage-Hawk Ridge 165,000$ -$ -$ -$ 154,219$ -$ (154,219)$ -$ 10,781$ Old Town Drainage 500,000 500,000 - 500,000 4,380 27,100 468,520 19,720 448,800 Design 30% complete-construction start date: Summer 2018 Coleman Rd Drainage 300,000 282,500 - 282,500 - 3,350 279,150 17,500 279,150 Ongoing - second phase to Council Summer 2017 Old Town Land Drainage Land Acq 750,000 750,000 - 750,000 9,426 10,000 730,574 59,920 670,654 Phase I Summer 2017; Phase II early 2018 Old Town Drainage Broadway Design & Construction 750,000 750,000 - 750,000 - - 750,000 - 750,000 Phase I design Summer 2017; Phase II 2018 Old Town Drainage Trunk Main 600,000 600,000 - 600,000 532,547 67,453 - - - Construction 30% complete Old Town Drainage-First and Main 800,000 800,000 - 800,000 441,177 239,838 118,985 - 118,985 2017 Amberwood Farms Drainage 32,000 32,000 - 32,000 - - 32,000 - 32,000 Project on hold Total Drainage Projects 3,897,000$ 3,714,500$ -$ 3,714,500$ 1,141,748$ 347,741$ 2,225,010$ 97,140$ 2,310,370$ Total Expenses 27,957,219$ 26,675,419$ 150,026$ 26,825,445$ 1,293,423$ 396,700$ 25,135,322$ 684,515$ 25,582,581$ (15,649,795)$ (512,051)$ Beginning Working Capital October 1 5,664,920 5,664,920 Ending Working Capital Current Month (9,984,875)$ 5,152,869$ 19 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-4035-10-00 3% Construction Fee - 363,000.00 - 363,000.00 - 739,431.18 - 122,177.82 203.70 376,431.18 100-4061-10-00 Notary Fees - 200.00 - 200.00 - 250.00 - 5.00 125.00 50.00 100-4105-10-00 Property Taxes -Delinquent - 113,138.00 - 113,138.00 - 609,864.53 - 23,628.06 539.05 496,726.53 100-4110-10-00 Property Taxes -Current - 9,848,328.00 - 490,682.00 - 10,339,010.00 - 9,661,215.96 - 26,057.50 93.44 - 677,794.04 100-4115-10-00 Taxes -Penalties - 41,751.00 - 41,751.00 - 163,925.62 - 8,500.02 392.63 122,174.62 100-4120-10-00 Sales Taxes - 4,230,600.00 - 402,591.00 - 4,633,191.00 - 4,699,599.93 - 502,980.31 101.43 66,408.93 100-4130-10-00 Sales Tax-Mixed Beverage - 19,000.00 - 19,000.00 - 13,208.53 69.52 - 5,791.47 100-4140-10-00 Franchise Taxes - Electric - 420,000.00 - 420,000.00 - 460,520.67 109.65 40,520.67 100-4150-10-00 Franchise Taxes - Telephone - 190,000.00 - 190,000.00 - 137,911.13 - 9,259.09 72.59 - 52,088.87 100-4160-10-00 Franchise Taxes - Gas - 92,000.00 - 92,000.00 - 91,194.67 99.13 - 805.33 100-4170-10-00 Franchise Taxes - Road Usage - 9,350.00 - 9,350.00 - 28,221.58 - 65.88 301.84 18,871.58 100-4190-10-00 Franchise Fee-Cable - 28,050.00 - 28,050.00 - 27,958.10 99.67 - 91.90 100-4200-10-00 T-Mobile Fees - 34,608.00 - 34,608.00 - 31,721.25 91.66 - 2,886.75 100-4201-10-00 Tierone Converged Network - 18,000.00 - 18,000.00 - 16,500.00 - 1,500.00 91.67 - 1,500.00 100-4202-10-00 NTTA Tag Sales - 150.00 - 150.00 - 95.00 63.33 - 55.00 100-4205-10-00 Blue Wireless Fees (Panaband)- 23,808.00 - 23,808.00 - 23,606.61 - 2,281.31 99.15 - 201.39 100-4206-10-00 Verizon Antenna Lease - 28,000.00 - 28,000.00 - 28,000.00 100-4218-10-00 Administrative Fees-EDC - 7,500.00 - 7,500.00 - 13,750.00 - 1,250.00 183.33 6,250.00 100-4230-10-00 Other Permits - 870.00 - 870.00 - 1,110.00 127.59 240.00 100-4610-10-00 Interest Income - 36,000.00 - 36,000.00 - 82,462.06 - 6,191.53 229.06 46,462.06 100-4910-10-00 Other Revenue - 25,000.00 - 25,000.00 - 12,035.07 48.14 - 12,964.93 100-4995-10-00 Transfer In/Out - 1,091,166.00 - 1,091,166.00 - 1,000,235.50 - 90,930.50 91.67 - 90,930.50 100-4410-10-07 Court Fines - 385,000.00 - 385,000.00 - 326,588.44 - 23,860.26 84.83 - 58,411.56 100-4610-10-07 Interest Income - 3,600.00 - 3,600.00 - 1,232.51 34.24 - 2,367.49 100-4930-10-99 Insurance Proceeds - 67,489.86 - 37,263.54 67,489.86 100-4030-20-01 Miscellaneous - 485.00 485.00 100-4230-20-01 Other Permits - 660.00 - 660.00 - 1,550.00 - 25.00 234.85 890.00 100-4440-20-01 Accident Reports - 880.00 - 880.00 - 807.00 - 79.00 91.71 - 73.00 100-4450-20-01 Alarm Fee - 40,700.00 - 40,700.00 - 44,741.00 - 4,729.00 109.93 4,041.00 100-4910-20-01 Other Revenue - 500.00 - 500.00 - 5,792.50 - 542.50 1,158.50 5,292.50 100-4310-30-01 Charges for Services - 220,000.00 - 220,000.00 - 220,766.21 - 18,179.70 100.35 766.21 100-4411-30-01 CC Fire Assoc - 499.62 499.62 100-4510-30-01 Grants - 4,171.26 4,171.26 100-4315-30-05 Fire Review/Inspect Fees - 40,000.00 - 40,000.00 - 79,550.00 - 6,975.00 198.88 39,550.00 100-4012-40-01 Saturday Inspection Fee - 100.00 100.00 100-4017-40-01 Contractor Registration Fee - 68,985.00 - 68,985.00 - 98,200.00 - 8,700.00 142.35 29,215.00 100-4060-40-01 NSF Fees - 60.00 60.00 100-4210-40-01 Building Permits - 2,656,400.00 - 84,904.00 - 2,741,304.00 - 2,562,924.18 - 388,876.82 93.49 - 178,379.82 100-4230-40-01 Other Permits - 200,000.00 - 200,000.00 - 233,872.50 - 24,550.00 116.94 33,872.50 100-4240-40-01 Plumb/Elect/Mech Permits - 45,000.00 - 45,000.00 - 45,581.90 - 4,020.00 101.29 581.90 100-4242-40-01 Re-inspection Fees - 35,000.00 - 35,000.00 - 57,500.00 - 4,400.00 164.29 22,500.00 100-4910-40-01 Other Revenue - 10,000.00 - 10,000.00 - 29,889.99 - 2,652.31 298.90 19,889.99 100-4245-40-02 Health Inspections - 19,340.00 - 19,340.00 - 24,230.00 - 1,100.00 125.28 4,890.00 20 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-4910-40-02 Other Revenue - 875.00 - 875.00 - 9,081.20 1,037.85 8,206.20 100-4220-40-03 Zoning Application Fees - 20,000.00 - 20,000.00 - 20,634.94 - 4,510.00 103.18 634.94 100-4225-40-03 Development Application Fees - 100,000.00 - 100,000.00 - 48,640.00 - 6,870.00 48.64 - 51,360.00 100-4910-40-03 Other Revenue - 3,000.00 - 3,000.00 - 112,345.00 - 350.00 3,744.83 109,345.00 100-4910-50-01 Other Revenue - 15,000.00 - 15,000.00 - 136,846.50 - 2,160.00 912.31 121,846.50 100-4995-50-01 Transfer In - 45,000.00 - 45,000.00 - 45,000.00 100.00 100-4056-60-00 Field Rental Fees - 49,500.00 - 49,500.00 - 66,722.50 - 6,250.00 134.79 17,222.50 100-4057-60-00 Pavilion User Fees - 3,500.00 - 3,500.00 - 4,210.00 - 540.00 120.29 710.00 100-4058-60-00 Park Program Fees - 44,000.00 - 44,000.00 - 56,254.45 - 6,842.70 127.85 12,254.45 100-4063-60-05 Lost Fees - 275.00 - 275.00 - 129.89 - 71.96 47.23 - 145.11 100-4064-60-05 Printing/Copying Fees - 60.00 - 60.00 - 102.10 - 8.10 170.17 42.10 100-4065-60-05 Book Fines - 660.00 - 660.00 - 1,480.81 - 207.60 224.37 820.81 100-4510-60-05 Grants - 2,500.00 - 2,500.00 - 14,308.33 572.33 11,808.33 100-4910-60-05 Other Revenue - 250.00 - 250.00 - 2.13 - 0.07 0.85 - 247.87 100-5110-10-01 Salaries & Wages 68,097.00 1,880.95 69,977.95 60,839.91 5,421.28 86.94 9,138.04 100-5140-10-01 Salaries - Longevity Pay 215.00 215.00 215.00 100.00 100-5145-10-01 Social Security Expense 4,235.00 4,235.00 3,751.47 330.22 88.58 483.53 100-5150-10-01 Medicare Expense 991.00 991.00 877.36 77.23 88.53 113.64 100-5155-10-01 SUTA Expense 171.00 171.00 171.00 100.00 100-5160-10-01 Health/Dental Insurance 6,100.00 6,100.00 5,771.64 468.84 94.62 328.36 100-5165-10-01 Dental Insurance 433.00 433.00 362.82 35.70 83.79 70.18 100-5170-10-01 Life Insurance 92.00 92.00 97.18 9.38 105.63 - 5.18 100-5175-10-01 Liability (TML)/Workers' Comp 139.00 139.00 61.45 5.46 44.21 77.55 100-5180-10-01 TMRS Expense 9,174.00 9,174.00 8,106.05 734.98 88.36 1,067.95 100-5185-10-01 Long/Short Term Disability 126.00 126.00 110.46 10.30 87.67 15.54 100-5186-10-01 WELLE-Wellness Prog Reimb Empl 600.00 600.00 430.76 39.16 71.79 169.24 100-5190-10-01 Contract Labor 100.00 100.00 45.00 45.00 55.00 100-5210-10-01 Office Supplies 1,200.00 - 233.00 967.00 837.89 86.65 129.11 100-5212-10-01 Building Supplies 1,000.00 1,000.00 850.17 97.12 85.02 149.83 100-5230-10-01 Dues,Fees,& Subscriptions 2,550.00 233.00 2,783.00 2,782.94 100.00 0.06 100-5240-10-01 Postage and Delivery 100.00 100.00 17.33 1.38 17.33 82.67 100-5250-10-01 Publications 400.00 - 70.00 330.00 53.12 16.10 276.88 100-5280-10-01 Printing and Reproduction 150.00 150.00 150.00 100-5330-10-01 Copier Expense 250.00 70.00 320.00 235.96 35.05 73.74 84.04 100-5340-10-01 Building Repairs 500.00 - 300.00 200.00 164.91 82.46 35.09 100-5410-10-01 Professional Services 272,110.00 16,730.00 288,840.00 253,572.66 22,273.05 31,134.08 87.79 4,133.26 100-5430-10-01 Legal Fees 72,450.00 72,450.00 80,629.28 111.29 - 8,179.28 100-5480-10-01 Contracted Services 9,755.00 400.00 10,155.00 9,333.15 787.04 91.91 821.85 100-5524-10-01 Gas 500.00 200.00 700.00 539.59 46.84 77.08 160.41 100-5525-10-01 Electricity 7,250.00 7,250.00 4,438.34 533.21 61.22 2,811.66 100-5526-10-01 Data Network 1,000.00 - 400.00 600.00 417.89 37.99 69.65 182.11 100-5530-10-01 Travel 250.00 300.00 550.00 550.00 100-5533-10-01 Mileage Expense 200.00 - 200.00 21 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5536-10-01 Training/Seminars 200.00 200.00 139.00 69.50 61.00 100-5110-10-02 Salaries & Wages 128,561.00 9,908.74 138,469.74 115,427.23 10,852.96 83.36 23,042.51 100-5140-10-02 Salaries - Longevity Pay 210.00 210.00 210.00 100.00 100-5143-10-02 Cell Phone Allowance 1,080.00 1,080.00 930.00 75.00 86.11 150.00 100-5145-10-02 Social Security Expense 8,054.00 8,054.00 7,190.44 637.00 89.28 863.56 100-5150-10-02 Medicare Expense 1,884.00 1,884.00 1,681.65 148.98 89.26 202.35 100-5155-10-02 SUTA Expense 513.00 513.00 374.86 73.07 138.14 100-5170-10-02 Life Insurance 195.00 195.00 203.28 18.48 104.25 - 8.28 100-5175-10-02 Liability (TML)/Workers' Comp 265.00 265.00 115.93 10.28 43.75 149.07 100-5180-10-02 TMRS Expense 12,701.00 12,701.00 11,437.37 1,036.41 90.05 1,263.63 100-5185-10-02 Long/Short Term Disability 172.00 172.00 155.39 14.48 90.34 16.61 100-5193-10-02 Records Retention 2,470.00 - 2,200.00 270.00 221.50 82.04 48.50 100-5210-10-02 Office Supplies 1,200.00 500.00 1,700.00 1,554.25 14.09 91.43 145.75 100-5212-10-02 Building Supplies 1,000.00 1,000.00 836.08 97.10 83.61 163.92 100-5220-10-02 Office Equipment 500.00 500.00 105.12 21.02 394.88 100-5230-10-02 Dues,Fees,& Subscriptions 1,860.00 1,860.00 522.50 28.09 1,337.50 100-5240-10-02 Postage and Delivery 200.00 200.00 92.94 0.92 46.47 107.06 100-5280-10-02 Printing and Reproduction 1,135.00 - 900.00 235.00 31.67 13.48 203.33 100-5290-10-02 Other Charges and Services 100.00 100.00 51.98 51.98 48.02 100-5310-10-02 Rental Expense 5,800.00 - 1,300.00 4,500.00 3,920.48 87.12 579.52 100-5330-10-02 Copier Expense 1,500.00 1,500.00 1,615.43 256.02 107.70 - 115.43 100-5340-10-02 Building Repairs 1,000.00 - 500.00 500.00 500.00 100-5430-10-02 Legal Fees 21,600.00 21,600.00 18,029.43 4,436.04 83.47 3,570.57 100-5435-10-02 Legal Notices/Filings 5,100.00 2,000.00 7,100.00 7,942.20 111.86 - 842.20 100-5460-10-02 Election Expense 14,650.00 - 6,000.00 8,650.00 7,171.68 82.91 1,478.32 100-5480-10-02 Contracted Services 14,905.00 13,613.00 28,518.00 10,375.00 36.38 18,143.00 100-5520-10-02 Telephones 600.00 600.00 588.37 36.70 98.06 11.63 100-5526-10-02 Data Network 460.00 460.00 417.89 37.99 90.85 42.11 100-5530-10-02 Travel 4,600.00 - 1,000.00 3,600.00 1,790.34 55.00 49.73 1,809.66 100-5533-10-02 Mileage Expense 800.00 800.00 605.94 278.20 75.74 194.06 100-5536-10-02 Training/Seminars 2,690.00 2,690.00 645.00 23.98 2,045.00 100-5538-10-02 Council/Public Official Expnse 21,000.00 9,000.00 30,000.00 24,477.57 1,885.47 81.59 5,522.43 100-5600-10-02 Special Events 2,881.00 1,100.00 3,981.00 3,843.91 96.56 137.09 100-5110-10-03 Salaries & Wages 426,332.00 15,435.11 441,767.11 360,050.58 31,391.06 81.50 81,716.53 100-5115-10-03 Salaries - Overtime 1,808.00 1,808.00 221.65 12.26 1,586.35 100-5126-10-03 Salaries-Vacation Buy-Out 4,021.00 4,021.00 2,500.31 62.18 1,520.69 100-5140-10-03 Salaries - Longevity Pay 660.00 660.00 590.00 89.39 70.00 100-5143-10-03 Cell Phone Allowance 900.00 900.00 900.00 100-5145-10-03 Social Security Expense 26,896.00 26,896.00 21,735.63 1,854.87 80.81 5,160.37 100-5150-10-03 Medicare Expense 6,291.00 6,291.00 5,083.32 433.79 80.80 1,207.68 100-5155-10-03 SUTA Expense 1,026.00 1,026.00 884.80 86.24 141.20 100-5160-10-03 Health/Dental Insurance 27,762.00 27,762.00 24,893.68 2,471.34 89.67 2,868.32 100-5165-10-03 Dental Insurance 2,032.00 2,032.00 1,303.88 140.32 64.17 728.12 22 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5170-10-03 Life Insurance 677.00 677.00 378.58 39.02 55.92 298.42 100-5175-10-03 Liability (TML)/Workers' Comp 884.00 884.00 364.27 31.54 41.21 519.73 100-5180-10-03 TMRS Expense 58,269.00 58,269.00 47,918.83 4,243.94 82.24 10,350.17 100-5185-10-03 Long/Short Term Disability 789.00 789.00 601.87 59.64 76.28 187.13 100-5186-10-03 WELLE-Wellness Prog Reimb Empl 1,650.00 1,650.00 955.76 139.16 57.93 694.24 100-5190-10-03 Contract Labor 11,940.91 - 11,940.91 100-5191-10-03 Hiring Cost 100.00 100.00 6,102.00 6,102.00 - 6,002.00 100-5210-10-03 Office Supplies 3,550.00 500.00 4,050.00 3,732.59 676.14 92.16 317.41 100-5212-10-03 Building Supplies 2,000.00 1,500.00 3,500.00 3,149.85 209.61 90.00 350.15 100-5220-10-03 Office Equipment 1,350.00 1,350.00 1,450.09 107.41 - 100.09 100-5230-10-03 Dues,Fees,& Subscriptions 6,090.00 6,090.00 7,643.00 560.00 125.50 - 1,553.00 100-5240-10-03 Postage and Delivery 1,800.00 1,800.00 1,492.42 128.80 82.91 307.58 100-5280-10-03 Printing and Reproduction 150.00 150.00 144.62 96.41 5.38 100-5290-10-03 Other Charges and Services 391.29 - 43.46 - 391.29 100-5310-10-03 Rental Expense 20,000.00 20,000.00 19,162.20 3,135.20 95.81 837.80 100-5330-10-03 Copier Expense 1,600.00 1,600.00 1,441.62 115.02 90.10 158.38 100-5340-10-03 Building Repairs 1,000.00 - 800.00 200.00 200.00 100-5410-10-03 Professional Services 7,200.00 7,200.00 8,819.66 122.50 - 1,619.66 100-5412-10-03 Audit Fees 35,700.00 35,700.00 41,990.00 117.62 - 6,290.00 100-5414-10-03 Appraisal/Tax Fees 100,000.00 100,000.00 96,633.70 20,795.00 96.63 3,366.30 100-5418-10-03 IT Fees 48,900.00 48,900.00 33,902.20 69.33 14,997.80 100-5419-10-03 IT Licenses 12,500.00 - 1,000.00 11,500.00 7,500.00 65.22 4,000.00 100-5430-10-03 Legal Fees 9,289.00 9,289.00 4,618.82 342.00 49.72 4,670.18 100-5435-10-03 Legal Notices/Filings 76.00 - 76.00 100-5480-10-03 Contracted Services 8,890.00 8,890.00 8,620.72 1,192.96 96.97 269.28 100-5520-10-03 Telephones 1,575.00 1,575.00 1,396.45 85.57 88.66 178.55 100-5525-10-03 Electricity 8,500.00 8,500.00 5,632.06 616.53 66.26 2,867.94 100-5526-10-03 Data Network 500.00 - 200.00 300.00 267.16 89.05 32.84 100-5530-10-03 Travel 9,100.00 9,100.00 4,543.84 49.93 4,556.16 100-5533-10-03 Mileage Expense 1,505.00 1,505.00 1,357.41 237.56 90.19 147.59 100-5536-10-03 Training/Seminars 4,835.00 4,835.00 5,212.30 107.80 - 377.30 100-5110-10-04 Salaries & Wages 139,415.00 5,089.79 144,504.79 131,246.49 13,697.64 90.83 13,258.30 100-5115-10-04 Salaries - Overtime 5,000.00 5,000.00 616.92 12.34 4,383.08 100-5126-10-04 Salaries-Vacation Buy-Out 2,603.00 2,603.00 2,641.16 101.47 - 38.16 100-5140-10-04 Salaries - Longevity Pay 290.00 290.00 285.00 98.28 5.00 100-5145-10-04 Social Security Expense 9,143.00 9,143.00 7,779.38 796.11 85.09 1,363.62 100-5150-10-04 Medicare Expense 2,138.00 2,138.00 1,819.36 186.18 85.10 318.64 100-5155-10-04 SUTA Expense 342.00 342.00 248.37 72.62 93.63 100-5160-10-04 Health/Dental Insurance 15,590.00 15,590.00 11,263.35 872.34 72.25 4,326.65 100-5165-10-04 Dental Insurance 962.00 962.00 727.72 75.42 75.65 234.28 100-5170-10-04 Life Insurance 315.00 315.00 191.12 20.00 60.67 123.88 100-5175-10-04 Liability (TML)/Workers' Comp 290.00 290.00 442.01 13.70 152.42 - 152.01 100-5180-10-04 TMRS Expense 19,799.00 19,799.00 17,780.35 1,843.70 89.80 2,018.65 23 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5185-10-04 Long/Short Term Disability 257.00 257.00 233.96 26.02 91.04 23.04 100-5186-10-04 WELLE-Wellness Prog Reimb Empl 600.00 600.00 150.00 25.00 450.00 100-5191-10-04 Hiring Cost 23,200.00 23,200.00 15,574.05 2,519.92 67.13 7,625.95 100-5210-10-04 Office Supplies 1,710.00 1,710.00 1,806.96 105.67 - 96.96 100-5220-10-04 Office Equipment 9,463.00 9,463.00 3,645.37 34.19 38.52 5,783.44 100-5230-10-04 Dues,Fees,& Subscriptions 5,530.00 5,530.00 3,344.49 1,681.99 60.48 2,185.51 100-5240-10-04 Postage and Delivery 382.00 382.00 153.31 8.02 40.13 228.69 100-5250-10-04 Publications 500.00 500.00 362.40 72.48 137.60 100-5280-10-04 Printing and Reproduction 500.00 500.00 1,702.94 340.59 - 1,202.94 100-5290-10-04 Other Charges and Services 25.20 - 25.20 100-5330-10-04 Copier Expense 1,160.00 1,160.00 1,559.82 110.86 134.47 - 399.82 100-5410-10-04 Professional Services 31,000.00 31,000.00 17,973.35 203.70 57.98 13,026.65 100-5419-10-04 IT Licenses 4,285.00 4,285.00 3,310.38 77.26 974.62 100-5430-10-04 Legal Fees 10,000.00 10,000.00 7,487.67 228.00 74.88 2,512.33 100-5435-10-04 Legal Notices/Filings 51.00 - 51.00 100-5480-10-04 Contracted Services 4,087.15 339.70 - 4,087.15 100-5520-10-04 Telephones 1,272.00 1,272.00 561.82 47.30 44.17 710.18 100-5526-10-04 Data Network 238.79 37.99 - 238.79 100-5530-10-04 Travel 3,600.00 3,600.00 3,600.00 100-5533-10-04 Mileage Expense 1,000.00 1,000.00 1,000.00 100-5536-10-04 Training/Seminars 4,700.00 4,700.00 76.00 1.62 4,624.00 100-5600-10-04 Special Events 10,000.00 10,000.00 7,739.81 803.25 77.40 2,260.19 100-5110-10-05 Salaries & Wages 175,114.00 11,632.79 186,746.79 164,617.92 14,626.80 88.15 22,128.87 100-5115-10-05 Salaries - Overtime 1,082.50 30.46 - 1,082.50 100-5140-10-05 Salaries - Longevity Pay 70.00 70.00 70.00 100-5143-10-05 Cell Phone Allowance 2,760.00 2,760.00 2,530.00 230.00 91.67 230.00 100-5145-10-05 Social Security Expense 11,037.00 11,037.00 9,390.59 725.89 85.08 1,646.41 100-5150-10-05 Medicare Expense 2,581.00 2,581.00 2,196.18 169.76 85.09 384.82 100-5155-10-05 SUTA Expense 342.00 342.00 342.00 100.00 100-5160-10-05 Health/Dental Insurance 18,870.00 18,870.00 17,870.88 1,526.88 94.71 999.12 100-5165-10-05 Dental Insurance 988.00 988.00 825.84 75.42 83.59 162.16 100-5170-10-05 Life Insurance 184.00 184.00 240.84 22.44 130.89 - 56.84 100-5175-10-05 Liability (TML)/Workers' Comp 363.00 363.00 166.54 13.10 45.88 196.46 100-5180-10-05 TMRS Expense 23,906.00 23,906.00 22,229.87 2,010.56 92.99 1,676.13 100-5185-10-05 Long/Short Term Disability 323.00 323.00 298.99 27.80 92.57 24.01 100-5186-10-05 WELLE-Wellness Prog Reimb Empl 375.00 50.00 - 375.00 100-5210-10-05 Office Supplies 500.00 500.00 589.83 117.97 - 89.83 100-5212-10-05 Building Supplies 500.00 500.00 98.64 19.73 401.36 100-5220-10-05 Office Equipment 1,000.00 1,000.00 1,011.88 101.19 - 11.88 100-5225-10-05 Computer Hardware 30,860.00 - 10,971.00 19,889.00 13,582.21 3,639.64 44.09 68.29 6,262.70 100-5230-10-05 Dues,Fees,& Subscriptions 500.00 500.00 150.00 30.00 350.00 100-5240-10-05 Postage and Delivery 300.00 300.00 189.47 63.16 110.53 100-5280-10-05 Printing and Reproduction 200.00 200.00 146.73 73.37 53.27 24 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5290-10-05 Other Charges and Services 103.95 - 103.95 100-5330-10-05 Copier Expense 28,730.00 28,730.00 23,122.53 4.37 4,566.64 80.48 1,040.83 100-5400-10-05 Uniform Expense 800.00 800.00 87.30 10.91 712.70 100-5410-10-05 Professional Services 5,000.00 5,000.00 3,820.80 76.42 1,179.20 100-5418-10-05 IT Fees 42,450.00 42,450.00 22,132.26 52.14 20,317.74 100-5419-10-05 IT Licenses 88,700.00 88,700.00 67,364.46 75.95 21,335.54 100-5430-10-05 Legal Fees 1,000.00 1,000.00 760.00 76.00 240.00 100-5480-10-05 Contracted Services 33,000.00 33,000.00 13,226.50 625.00 40.08 19,148.50 100-5520-10-05 Telephones 30,663.00 30,663.00 30,341.49 2,493.17 98.95 321.51 100-5526-10-05 Data Network 58,232.00 58,232.00 54,649.03 3,302.81 93.85 3,582.97 100-5530-10-05 Travel 3,720.00 3,720.00 3,820.27 55.00 102.70 - 100.27 100-5533-10-05 Mileage Expense 1,500.00 1,500.00 1,763.83 230.32 117.59 - 263.83 100-5536-10-05 Training/Seminars 7,000.00 7,000.00 4,789.80 68.43 2,210.20 100-5620-10-05 Tools & Equipment 1,000.00 1,000.00 347.99 34.80 652.01 100-5630-10-05 Safety Equipment 500.00 500.00 57.56 11.51 442.44 100-6125-10-05 Capital Expense-Technology 10,971.00 10,971.00 10,970.52 100.00 0.48 100-5110-10-07 Salaries & Wages 119,401.00 5,993.72 125,394.72 108,182.89 9,819.80 86.27 17,211.83 100-5115-10-07 Salaries - Overtime 251.00 251.00 364.08 43.42 145.05 - 113.08 100-5126-10-07 Salaries-Vacation Buy-Out 3,174.00 3,174.00 3,173.76 99.99 0.24 100-5128-10-07 Language Pay 2,250.00 2,250.00 1,700.00 200.00 75.56 550.00 100-5140-10-07 Salaries - Longevity Pay 235.00 235.00 190.00 80.85 45.00 100-5145-10-07 Social Security Expense 7,632.00 7,632.00 6,322.82 555.64 82.85 1,309.18 100-5150-10-07 Medicare Expense 1,785.00 1,785.00 1,478.73 129.95 82.84 306.27 100-5155-10-07 SUTA Expense 342.00 342.00 296.43 86.68 45.57 100-5160-10-07 Health/Dental Insurance 20,026.00 20,026.00 18,834.46 1,574.48 94.05 1,191.54 100-5165-10-07 Dental Insurance 898.00 898.00 749.12 67.42 83.42 148.88 100-5170-10-07 Life Insurance 184.00 184.00 194.36 18.76 105.63 - 10.36 100-5175-10-07 Liability (TML)/Workers' Comp 249.00 249.00 111.95 9.87 44.96 137.05 100-5180-10-07 TMRS Expense 16,528.00 16,528.00 14,753.57 1,327.59 89.26 1,774.43 100-5185-10-07 Long/Short Term Disability 221.00 221.00 196.21 18.66 88.78 24.79 100-5186-10-07 WELLE-Wellness Prog Reimb Empl 600.00 600.00 150.00 25.00 450.00 100-5191-10-07 Hiring Cost 400.00 - 400.00 100-5210-10-07 Office Supplies 1,700.00 1,700.00 1,520.24 22.93 89.43 179.76 100-5212-10-07 Building Supplies 3,749.00 3,749.00 2,787.36 193.21 74.35 961.64 100-5220-10-07 Office Equipment 200.00 200.00 200.00 100.00 100-5230-10-07 Dues,Fees,& Subscriptions 250.00 250.00 80.00 32.00 170.00 100-5240-10-07 Postage and Delivery 1,400.00 1,400.00 804.15 150.00 57.44 595.85 100-5250-10-07 Publications 100.00 100.00 40.95 40.95 59.05 100-5280-10-07 Printing and Reproduction 700.00 700.00 478.70 68.39 221.30 100-5290-10-07 Other Charges and Services 94.20 - 94.20 100-5310-10-07 Rental Expense 36,920.00 36,920.00 36,598.52 3,116.88 99.13 321.48 100-5320-10-07 Repairs & Maintenance 500.00 500.00 438.12 87.62 61.88 100-5330-10-07 Copier Expense 1,850.00 1,850.00 1,681.27 138.29 90.88 168.73 25 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5418-10-07 IT Fees 6,610.00 6,610.00 4,481.48 67.80 2,128.52 100-5420-10-07 Municipal Court/Judge Fees 24,000.00 24,000.00 17,000.00 1,600.00 70.83 7,000.00 100-5425-10-07 State Fines Expense 1,200.00 1,200.00 1,884.33 139.58 157.03 - 684.33 100-5430-10-07 Legal Fees 31,200.00 31,200.00 21,035.70 1,984.00 67.42 10,164.30 100-5480-10-07 Contracted Services 4,800.00 4,800.00 5,840.00 290.00 121.67 - 1,040.00 100-5524-10-07 Gas 750.00 750.00 621.49 46.84 82.87 128.51 100-5525-10-07 Electricity 1,500.00 1,500.00 971.24 146.06 64.75 528.76 100-5530-10-07 Travel 700.00 700.00 381.55 54.51 318.45 100-5533-10-07 Mileage Expense 700.00 700.00 474.69 8.88 67.81 225.31 100-5536-10-07 Training/Seminars 700.00 700.00 700.00 100.00 100-5110-10-99 Salaries & Wages 136,864.00 - 136,864.00 100-5176-10-99 TML Prop. & Liab. Insurance 110,000.00 110,000.00 96,822.30 88.02 13,177.70 100-5305-10-99 Chapt 380 Program Grant Exp 183,600.00 183,600.00 105,994.07 1,688.76 57.73 77,605.93 100-5306-10-99 Developer Rollback Incentives 55,011.69 - 55,011.69 100-5410-10-99 Professional Services 62,500.00 62,500.00 77,032.64 123.25 - 14,532.64 100-5480-10-99 Contracted Services 48,000.00 48,000.00 45,000.00 3,000.00 3,000.00 93.75 100-5600-10-99 Special Events 5,000.00 5,000.00 5,427.06 108.54 - 427.06 100-5930-10-99 Damage Claims Expense 28,237.12 4,090.10 30,810.96 - 59,048.08 100-6125-10-99 Capital Expense Technology 84,795.00 84,795.00 77,728.75 7,066.25 91.67 7,066.25 100-6140-10-99 Capital Expenditure Equipment 77,874.00 77,874.00 71,384.50 6,489.50 91.67 6,489.50 100-6160-10-99 Capital Expenditure Vehicles 280,489.00 280,489.00 257,114.88 23,374.08 91.67 23,374.12 100-7000-10-99 Contingency 50,000.00 50,000.00 66,570.52 10,130.47 133.14 - 16,570.52 100-5110-20-01 Salaries & Wages 1,602,812.00 194,445.83 1,797,257.83 1,381,169.85 143,463.26 76.85 416,087.98 100-5115-20-01 Salaries - Overtime 75,386.00 75,386.00 95,700.92 10,205.14 126.95 - 20,314.92 100-5126-20-01 Salaries-Vacation Buy-Out 14,523.00 14,523.00 13,492.36 92.90 1,030.64 100-5127-20-01 Salaries-Certification Pay 23,130.00 23,130.00 24,455.86 2,704.48 105.73 - 1,325.86 100-5140-20-01 Salaries - Longevity Pay 5,785.00 5,785.00 5,285.00 91.36 500.00 100-5143-20-01 Cell Phone Allowance 1,980.00 1,980.00 1,265.00 115.00 63.89 715.00 100-5145-20-01 Social Security Expense 106,841.00 106,841.00 90,078.88 9,310.07 84.31 16,762.12 100-5150-20-01 Medicare Expense 24,987.00 24,987.00 21,368.63 2,177.35 85.52 3,618.37 100-5155-20-01 SUTA Expense 4,617.00 4,617.00 3,725.15 80.68 891.85 100-5160-20-01 Health/Dental Insurance 171,917.00 171,917.00 128,741.89 12,849.89 74.89 43,175.11 100-5165-20-01 Dental Insurance 10,181.00 10,181.00 6,941.92 674.99 68.19 3,239.08 100-5170-20-01 Life Insurance 7,114.00 7,114.00 6,907.99 759.62 97.10 206.01 100-5175-20-01 Liability (TML)/Workers' Comp 30,330.00 30,330.00 52,146.04 5,335.40 171.93 - 21,816.04 100-5180-20-01 TMRS Expense 231,450.00 231,450.00 201,262.86 21,080.53 86.96 30,187.14 100-5185-20-01 Long/Short Term Disability 3,009.00 3,009.00 2,359.71 267.51 78.42 649.29 100-5186-20-01 WELLE-Wellness Prog Reimb Empl 5,550.00 5,550.00 1,372.36 128.32 24.73 4,177.64 100-5191-20-01 Hiring Cost 1,100.00 5,000.00 6,100.00 4,648.07 76.20 1,451.93 100-5192-20-01 Physical & Psychological 300.00 300.00 300.00 100-5210-20-01 Office Supplies 12,313.00 6,400.00 18,713.00 17,804.18 521.82 95.14 908.82 100-5212-20-01 Building Supplies 900.00 900.00 960.44 97.10 106.72 - 60.44 100-5214-20-01 Tactical Supplies 31,009.00 8,275.70 39,284.70 39,624.66 162.71 100.87 - 339.96 26 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5215-20-01 Ammunition 24,204.00 24,204.00 18,747.54 77.46 5,456.46 100-5220-20-01 Office Equipment 4,060.00 4,060.00 3,384.99 83.37 675.01 100-5230-20-01 Dues,Fees,& Subscriptions 9,700.00 9,700.00 9,305.70 24.99 95.94 394.30 100-5240-20-01 Postage and Delivery 750.00 750.00 1,211.75 161.83 161.57 - 461.75 100-5250-20-01 Publications 400.00 400.00 400.00 100-5265-20-01 Promotional Expense 1,000.00 1,000.00 376.70 37.67 623.30 100-5280-20-01 Printing and Reproduction 500.00 500.00 1,000.00 880.01 88.00 119.99 100-5310-20-01 Rental Expense 4,200.00 4,200.00 3,638.80 86.64 561.20 100-5330-20-01 Copier Expense 2,060.00 2,060.00 1,940.79 196.68 94.21 119.21 100-5335-20-01 Radio/Video Repairs 500.00 500.00 500.00 100-5340-20-01 Building Repairs 2,000.00 2,000.00 9.94 9.94 0.50 1,990.06 100-5350-20-01 Vehicle Expense 92,000.00 - 35,075.70 56,924.30 54,833.75 4,030.87 96.33 2,090.55 100-5352-20-01 Fuel 54,000.00 - 5,400.00 48,600.00 48,318.33 5,050.95 99.42 281.67 100-5353-20-01 Oil/Grease/Inspections 3,500.00 3,500.00 153.96 4.40 3,346.04 100-5400-20-01 Uniform Expense 20,300.00 14,000.00 34,300.00 38,075.75 4,317.52 - 3,714.56 111.01 - 61.19 100-5410-20-01 Professional Services 91,600.00 - 5,000.00 86,600.00 59,035.74 5,118.26 68.17 22,446.00 100-5415-20-01 Tution Reimbursement 5,000.00 5,000.00 1,653.89 133.00 33.08 3,346.11 100-5418-20-01 IT Fees 1,000.00 1,000.00 1,000.00 100.00 100-5419-20-01 IT Licenses 1,000.00 1,000.00 1,000.00 100-5430-20-01 Legal Fees 7,550.00 2,600.00 10,150.00 17,558.98 2,774.00 173.00 - 7,408.98 100-5435-20-01 Legal Notices/Filings 69.20 - 69.20 100-5480-20-01 Contracted Services 27,824.00 27,824.00 23,637.15 1,516.05 84.95 4,186.85 100-5520-20-01 Telephones 8,310.00 8,310.00 3,635.98 312.38 43.75 4,674.02 100-5521-20-01 Cell Phone Expense 600.00 600.00 600.00 100-5524-20-01 Gas 400.00 400.00 400.00 100-5525-20-01 Electricity 10,000.00 10,000.00 9,838.29 1,241.55 98.38 161.71 100-5526-20-01 Data Network 13,760.00 13,760.00 7,096.28 721.81 51.57 6,663.72 100-5530-20-01 Travel 6,450.00 6,450.00 2,370.95 36.76 4,079.05 100-5533-20-01 Mileage Expense 500.00 500.00 62.10 12.42 437.90 100-5536-20-01 Training/Seminars 16,000.00 16,000.00 16,498.82 965.00 103.12 - 498.82 100-5600-20-01 Special Events 4,000.00 - 500.00 3,500.00 2,978.11 1,100.00 85.09 521.89 100-5630-20-01 Safety Equipment 23,100.00 23,100.00 16,696.41 72.28 6,403.59 100-5640-20-01 Signs & Hardware 500.00 500.00 500.00 100-6140-20-01 Capital Expense-Equipment 81,200.00 19,200.00 100,400.00 78,705.24 78.39 21,694.76 100-6160-20-01 Capital Expense-Vehicles 180,000.00 180,000.00 178,616.36 824.35 99.23 559.29 100-5110-20-05 Salaries & Wages 409,992.00 12,747.44 422,739.44 320,244.76 25,645.00 75.76 102,494.68 100-5115-20-05 Salaries - Overtime 10,545.00 10,545.00 13,276.57 2,195.20 125.90 - 2,731.57 100-5127-20-05 Salaries-Certification Pay 11,280.00 11,280.00 11,120.17 1,019.94 98.58 159.83 100-5140-20-05 Salaries - Longevity Pay 1,875.00 1,875.00 1,725.00 92.00 150.00 100-5145-20-05 Social Security Expense 26,840.00 26,840.00 20,461.31 1,694.34 76.23 6,378.69 100-5150-20-05 Medicare Expense 6,277.00 6,277.00 4,785.29 396.24 76.24 1,491.71 100-5155-20-05 SUTA Expense 1,539.00 1,539.00 1,344.19 87.34 194.81 100-5160-20-05 Health/Dental Insurance 40,164.00 40,164.00 37,959.38 3,015.24 94.51 2,204.62 27 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5165-20-05 Dental Insurance 3,192.00 3,192.00 2,862.43 241.04 89.68 329.57 100-5170-20-05 Life Insurance 827.00 827.00 735.98 65.66 88.99 91.02 100-5175-20-05 Liability (TML)/Workers' Comp 860.00 860.00 339.74 28.33 39.51 520.26 100-5180-20-05 TMRS Expense 58,126.00 58,126.00 45,983.22 3,915.31 79.11 12,142.78 100-5185-20-05 Long/Short Term Disability 754.00 754.00 550.17 48.14 72.97 203.83 100-5186-20-05 WELLE-Wellness Prog Reimb Empl 3,000.00 3,000.00 2,577.78 228.32 85.93 422.22 100-5191-20-05 Hiring Cost 100.00 100.00 166.00 166.00 - 66.00 100-5192-20-05 Physical & Psychological 1,000.00 1,000.00 1,000.00 100-5210-20-05 Office Supplies 5,463.00 5,463.00 4,767.33 106.48 87.27 695.67 100-5212-20-05 Building Supplies 1,500.00 1,500.00 235.74 15.72 1,264.26 100-5220-20-05 Office Equipment 1,500.00 1,500.00 1,339.43 89.30 160.57 100-5230-20-05 Dues,Fees,& Subscriptions 1,000.00 1,000.00 803.51 87.99 80.35 196.49 100-5240-20-05 Postage and Delivery 100.00 100.00 38.83 38.83 61.17 100-5250-20-05 Publications 100.00 100.00 100.00 100-5280-20-05 Printing and Reproduction 100.00 100.00 100.00 100-5320-20-05 Repairs & Maintenance 35.94 - 35.94 100-5330-20-05 Copier Expense 500.00 500.00 598.73 55.80 119.75 - 98.73 100-5340-20-05 Building Repairs 3,000.00 3,000.00 952.50 31.75 2,047.50 100-5350-20-05 Vehicle Expense - 16.00 100-5400-20-05 Uniform Expense 1,500.00 1,500.00 1,500.00 100-5430-20-05 Legal Fees 500.00 500.00 500.00 100-5480-20-05 Contracted Services 176,849.00 176,849.00 153,800.79 460.97 19,332.64 86.97 3,715.57 100-5520-20-05 Telephones 2,499.00 2,499.00 602.19 73.09 24.10 1,896.81 100-5524-20-05 Gas 300.00 300.00 1,025.75 99.17 341.92 - 725.75 100-5526-20-05 Data Network 254.61 - 254.61 100-5530-20-05 Travel 1,000.00 1,000.00 1,000.00 100-5533-20-05 Mileage Expense 500.00 500.00 403.36 327.84 80.67 96.64 100-5536-20-05 Training/Seminars 200.00 - 200.00 100-5600-20-05 Special Events 500.00 500.00 - 1,100.00 500.00 100-5620-20-05 Tools & Equipment 438.81 - 438.81 100-5110-30-01 Salaries & Wages 2,549,515.00 282,311.48 2,831,826.48 2,135,011.41 207,613.54 75.39 696,815.07 100-5115-30-01 Salaries - Overtime 319,972.00 319,972.00 357,083.00 22,457.06 111.60 - 37,111.00 100-5126-30-01 Salaries-Vacation Buy-Out 6,574.00 6,574.00 4,658.00 70.86 1,916.00 100-5127-30-01 Salaries-Certification Pay 32,280.00 32,280.00 23,236.38 2,197.00 71.98 9,043.62 100-5140-30-01 Salaries - Longevity Pay 12,105.00 12,105.00 10,070.00 83.19 2,035.00 100-5143-30-01 Cell Phone Allowance 5,820.00 5,820.00 4,400.00 400.00 75.60 1,420.00 100-5145-30-01 Social Security Expense 179,454.00 179,454.00 148,559.76 13,457.11 82.78 30,894.24 100-5150-30-01 Medicare Expense 42,365.00 42,365.00 34,824.03 3,147.24 82.20 7,540.97 100-5155-30-01 SUTA Expense 7,524.00 7,524.00 6,830.12 90.78 693.88 100-5160-30-01 Health/Dental Insurance 244,033.00 244,033.00 214,151.60 19,201.16 87.76 29,881.40 100-5165-30-01 Dental Insurance 14,490.00 14,490.00 11,231.74 1,087.66 77.51 3,258.26 100-5170-30-01 Life Insurance 9,733.00 9,733.00 10,144.44 1,004.06 104.23 - 411.44 100-5171-30-01 Life Insurance-Supplemental 8,000.00 8,000.00 7,471.00 93.39 529.00 28 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5175-30-01 Liability (TML)/Workers' Comp 38,222.00 38,222.00 75,320.53 6,838.18 197.06 - 37,098.53 100-5180-30-01 TMRS Expense 371,292.00 371,292.00 322,760.98 29,989.98 86.93 48,531.02 100-5185-30-01 Long/Short Term Disability 4,410.00 4,410.00 3,490.17 361.28 79.14 919.83 100-5186-30-01 WELLE-Wellness Prog Reimb Empl 7,050.00 7,050.00 3,576.36 306.64 50.73 3,473.64 100-5190-30-01 Contract Labor 1,440.00 1,440.00 1,440.00 100-5191-30-01 Hiring Cost 1,000.00 1,000.00 374.00 37.40 626.00 100-5194-30-01 FD Annual Phy & Screening 32,900.00 32,900.00 16,160.50 49.12 16,739.50 100-5210-30-01 Office Supplies 10,321.00 10,321.00 6,197.46 460.67 60.05 4,123.54 100-5212-30-01 Building Supplies 12,000.00 12,000.00 6,735.12 2,316.63 56.13 5,264.88 100-5220-30-01 Office Equipment 1,350.00 1,350.00 4,878.39 361.36 - 3,528.39 100-5230-30-01 Dues,Fees,& Subscriptions 6,250.00 6,250.00 5,537.84 170.00 88.61 712.16 100-5240-30-01 Postage and Delivery 250.00 250.00 229.91 91.96 20.09 100-5250-30-01 Publications 700.00 700.00 700.00 100-5280-30-01 Printing and Reproduction 1,900.00 1,900.00 597.07 31.43 1,302.93 100-5320-30-01 Repairs & Maintenance 18,000.00 18,000.00 7,771.81 1,143.38 43.18 10,228.19 100-5330-30-01 Copier Expense 3,613.00 3,613.00 1,981.42 143.50 54.84 1,631.58 100-5335-30-01 Radio/Video Equip. and Repairs 6,000.00 6,000.00 4,921.40 82.02 1,078.60 100-5340-30-01 Building Repairs 26,517.00 26,517.00 13,079.49 49.33 13,437.51 100-5350-30-01 Vehicle Expense 45,000.00 45,000.00 36,575.22 1,621.03 81.28 8,424.78 100-5352-30-01 Fuel 20,000.00 20,000.00 18,940.95 1,355.83 94.71 1,059.05 100-5353-30-01 Oil/Grease/Inspections 285.99 - 285.99 100-5400-30-01 Uniform Expense 33,500.00 33,500.00 25,899.02 2,262.11 6,921.66 77.31 679.32 100-5410-30-01 Professional Services 7,500.00 7,500.00 - 537.07 - 7.16 8,037.07 100-5419-30-01 IT Licenses 16.22 - 16.22 100-5430-30-01 Legal Fees 2,000.00 2,000.00 8,450.25 114.00 422.51 - 6,450.25 100-5435-30-01 Legal Notices/Filings 52.00 - 52.00 100-5440-30-01 EMS 96,407.00 96,407.00 80,291.23 7,890.67 15,888.45 83.28 227.32 100-5445-30-01 Emergency Management 20,000.00 20,000.00 11,148.44 1,800.00 55.74 8,851.56 100-5480-30-01 Contracted Services 12,730.00 12,730.00 11,687.17 160.95 91.81 1,042.83 100-5520-30-01 Telephones 1,525.00 1,525.00 1,922.22 203.80 126.05 - 397.22 100-5521-30-01 Cell Phone Expense 1,620.00 1,620.00 1,620.00 100-5524-30-01 Gas 13,000.00 13,000.00 2,713.35 156.31 20.87 10,286.65 100-5525-30-01 Electricity 50,000.00 50,000.00 26,348.79 3,295.78 52.70 23,651.21 100-5526-30-01 Data Network 9,282.00 9,282.00 7,079.11 1,803.85 76.27 2,202.89 100-5530-30-01 Travel 3,000.00 3,000.00 1,871.14 62.37 1,128.86 100-5533-30-01 Mileage Expense 1,500.00 1,500.00 590.64 39.38 909.36 100-5536-30-01 Training/Seminars 20,175.00 20,175.00 18,419.80 91.30 1,755.20 100-5610-30-01 Fire Fighting Equipment 20,000.00 20,000.00 10,790.57 147.00 53.95 9,209.43 100-5620-30-01 Tools & Equipment 137.88 - 137.88 100-5630-30-01 Safety Equipment 31,000.00 31,000.00 23,095.23 7,990.68 74.50 7,904.77 100-6140-30-01 Capital Expense-Equipment 8,800.00 8,800.00 8,876.18 100.87 - 76.18 100-6160-30-01 Capital Expense-Vehicles 49,626.00 49,626.00 49,626.00 100.00 100-5110-30-05 Salaries & Wages 141,865.00 21,310.17 163,175.17 146,418.75 14,195.06 89.73 16,756.42 29 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5115-30-05 Salaries - Overtime 22,904.00 22,904.00 18,755.43 4,989.22 81.89 4,148.57 100-5126-30-05 Salaries-Vacation Buy-Out 1,772.00 1,772.00 1,772.00 100-5140-30-05 Salaries - Longevity Pay 755.00 755.00 750.00 99.34 5.00 100-5143-30-05 Cell Phone Allowance 1,740.00 1,740.00 1,575.00 150.00 90.52 165.00 100-5145-30-05 Social Security Expense 10,522.00 10,522.00 9,554.97 1,053.76 90.81 967.03 100-5150-30-05 Medicare Expense 2,461.00 2,461.00 2,234.59 246.44 90.80 226.41 100-5155-30-05 SUTA Expense 342.00 342.00 519.02 151.76 - 177.02 100-5160-30-05 Health/Dental Insurance 15,514.00 15,514.00 13,587.58 1,300.36 87.58 1,926.42 100-5165-30-05 Dental Insurance 925.00 925.00 765.12 72.54 82.72 159.88 100-5170-30-05 Life Insurance 464.00 464.00 640.64 70.54 138.07 - 176.64 100-5175-30-05 Liability (TML)/Workers' Comp 2,138.00 2,138.00 3,619.69 372.82 169.30 - 1,481.69 100-5180-30-05 TMRS Expense 22,797.00 22,797.00 22,247.55 2,609.13 97.59 549.45 100-5185-30-05 Long/Short Term Disability 301.00 301.00 264.79 26.98 87.97 36.21 100-5186-30-05 WELLE-Wellness Prog Reimb Empl 1,200.00 1,200.00 550.00 50.00 45.83 650.00 100-5191-30-05 Hiring Cost 100.00 100.00 100.00 100-5193-30-05 Records Retention 250.00 250.00 152.50 61.00 97.50 100-5194-30-05 FD Annual Phy & Screening 1,614.00 1,614.00 965.50 59.82 648.50 100-5210-30-05 Office Supplies 250.00 250.00 246.18 98.47 3.82 100-5215-30-05 Ammunition 1,250.00 1,250.00 1,197.09 95.77 52.91 100-5220-30-05 Office Equipment 4,355.00 4,355.00 3,519.77 80.82 835.23 100-5230-30-05 Dues,Fees,& Subscriptions 350.00 350.00 435.00 85.00 124.29 - 85.00 100-5240-30-05 Postage and Delivery 60.00 60.00 66.28 110.47 - 6.28 100-5250-30-05 Publications 1,300.00 1,300.00 558.44 42.96 741.56 100-5260-30-05 Advertising 3,000.00 3,000.00 2,791.00 93.03 209.00 100-5280-30-05 Printing and Reproduction 500.00 500.00 636.26 127.25 - 136.26 100-5335-30-05 Radio/Video Equip. and Repairs 4,500.00 4,500.00 4,680.00 104.00 - 180.00 100-5350-30-05 Vehicle Expense 800.00 800.00 605.02 75.63 194.98 100-5352-30-05 Fuel 4,000.00 4,000.00 1,041.26 26.03 2,958.74 100-5353-30-05 Oil/Grease/Inspections 750.00 750.00 234.59 217.48 31.28 515.41 100-5400-30-05 Uniform Expense 2,690.00 2,690.00 1,673.18 316.46 62.20 1,016.82 100-5418-30-05 IT Fees 360.00 360.00 300.00 83.33 60.00 100-5419-30-05 IT Licenses 150.00 150.00 150.00 100.00 100-5430-30-05 Legal Fees 2,500.00 2,500.00 2,500.00 100-5480-30-05 Contracted Services 2,000.00 2,000.00 2,000.00 100-5520-30-05 Telephones 765.00 765.00 765.00 100-5521-30-05 Cell Phone Expense 250.00 250.00 250.00 100-5526-30-05 Data Network 1,440.00 1,440.00 1,244.80 170.64 86.44 195.20 100-5530-30-05 Travel 1,000.00 1,000.00 274.23 27.42 725.77 100-5533-30-05 Mileage Expense 750.00 750.00 817.53 109.00 - 67.53 100-5536-30-05 Training/Seminars 4,700.00 4,700.00 3,201.75 68.12 1,498.25 100-5620-30-05 Tools & Equipment 450.00 450.00 264.32 58.74 185.68 100-5630-30-05 Safety Equipment 4,100.00 4,100.00 4,126.39 100.64 - 26.39 100-5640-30-05 Signs & Hardware 1,250.00 1,250.00 1,218.00 1,218.00 97.44 32.00 30 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-6160-30-05 Capital Expense-Vehicles 41,000.00 41,000.00 40,975.50 99.94 24.50 100-5110-40-01 Salaries & Wages 741,065.00 9,643.14 750,708.14 677,209.24 60,838.81 90.21 73,498.90 100-5115-40-01 Salaries - Overtime 42,831.00 42,831.00 6,538.91 950.18 15.27 36,292.09 100-5126-40-01 Salaries-Vacation Buy-Out 3,640.00 3,640.00 3,640.00 100-5140-40-01 Salaries - Longevity Pay 2,180.00 2,180.00 1,960.00 89.91 220.00 100-5143-40-01 Cell Phone Allowance 3,120.00 3,120.00 2,985.00 285.00 95.67 135.00 100-5145-40-01 Social Security Expense 49,245.00 49,245.00 39,148.25 3,393.86 79.50 10,096.75 100-5150-40-01 Medicare Expense 11,517.00 11,517.00 9,155.67 793.74 79.50 2,361.33 100-5155-40-01 SUTA Expense 2,223.00 2,223.00 2,170.60 97.64 52.40 100-5160-40-01 Health/Dental Insurance 69,428.00 69,428.00 74,882.50 6,758.18 107.86 - 5,454.50 100-5165-40-01 Dental Insurance 4,692.00 4,692.00 4,313.78 392.26 91.94 378.22 100-5170-40-01 Life Insurance 1,195.00 1,195.00 1,263.34 121.94 105.72 - 68.34 100-5175-40-01 Liability (TML)/Workers' Comp 3,003.00 3,003.00 2,646.25 229.26 88.12 356.75 100-5180-40-01 TMRS Expense 106,638.00 106,638.00 90,787.43 8,355.16 85.14 15,850.57 100-5185-40-01 Long/Short Term Disability 1,367.00 1,367.00 1,222.89 115.62 89.46 144.11 100-5210-40-01 Office Supplies 7,800.00 7,800.00 3,280.22 288.80 42.05 4,519.78 100-5212-40-01 Building Supplies 2,200.00 2,200.00 2,604.73 194.62 118.40 - 404.73 100-5220-40-01 Office Equipment 9,100.00 - 1,500.00 7,600.00 2,020.99 55.79 26.59 5,579.01 100-5230-40-01 Dues,Fees,& Subscriptions 64,721.00 64,721.00 64,420.50 99.54 300.50 100-5240-40-01 Postage and Delivery 50.00 50.00 16.06 32.12 33.94 100-5250-40-01 Publications 2,000.00 2,000.00 1,121.72 56.09 878.28 100-5280-40-01 Printing and Reproduction 1,000.00 1,000.00 300.40 30.04 699.60 100-5310-40-01 Rental Expense 3,372.00 3,372.00 3,370.80 280.90 99.96 1.20 100-5330-40-01 Copier Expense 3,485.00 - 1,100.00 2,385.00 1,628.29 118.15 68.27 756.71 100-5340-40-01 Building Repairs 12,000.00 - 4,500.00 7,500.00 1,931.25 25.75 5,568.75 100-5350-40-01 Vehicle Expense 3,500.00 3,500.00 1,690.67 48.31 1,809.33 100-5352-40-01 Fuel 9,000.00 9,000.00 5,265.77 58.51 3,734.23 100-5353-40-01 Oil/Grease/Inspections 938.00 938.00 430.91 25.50 45.94 507.09 100-5400-40-01 Uniform Expense 3,250.00 3,250.00 2,291.49 70.51 958.51 100-5410-40-01 Professional Services 250,000.00 3,500.00 253,500.00 192,524.84 61,875.16 75.95 - 900.00 100-5418-40-01 IT Fees 1,000.00 1,000.00 1,000.00 100-5430-40-01 Legal Fees 500.00 500.00 380.00 38.00 76.00 120.00 100-5465-40-01 Public Relations 500.00 500.00 500.00 100-5475-40-01 Credit Card Fees 10,000.00 10,000.00 16,657.61 967.17 166.58 - 6,657.61 100-5480-40-01 Contracted Services 4,400.00 4,400.00 4,199.00 1,019.75 95.43 201.00 100-5520-40-01 Telephones 3,100.00 3,100.00 306.97 9.90 2,793.03 100-5525-40-01 Electricity 9,600.00 9,600.00 5,050.03 641.86 52.60 4,549.97 100-5526-40-01 Data Network 3,648.00 3,648.00 3,343.12 303.92 91.64 304.88 100-5530-40-01 Travel 5,000.00 5,000.00 4,355.40 87.11 644.60 100-5533-40-01 Mileage Expense 2,400.00 2,400.00 995.09 41.46 1,404.91 100-5536-40-01 Training/Seminars 12,860.00 - 400.00 12,460.00 11,348.54 91.08 1,111.46 100-5620-40-01 Tools & Equipment 1,000.00 1,000.00 828.65 82.87 171.35 100-5630-40-01 Safety Equipment 1,500.00 1,500.00 1,216.63 81.11 283.37 31 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5640-40-01 Signs & Hardware 4,561.00 4,561.00 2,736.43 60.00 1,824.57 100-5110-40-02 Salaries & Wages 51,995.00 4,994.81 56,989.81 46,340.01 4,115.20 81.31 10,649.80 100-5115-40-02 Salaries - Overtime 828.00 828.00 50.00 6.04 778.00 100-5126-40-02 Salaries-Vacation Buy-Out 1,942.00 1,942.00 1,942.00 100-5140-40-02 Salaries - Longevity Pay 390.00 390.00 385.00 98.72 5.00 100-5145-40-02 Social Security Expense 3,421.00 3,421.00 2,533.89 221.86 74.07 887.11 100-5150-40-02 Medicare Expense 801.00 801.00 592.60 51.88 73.98 208.40 100-5155-40-02 SUTA Expense 171.00 171.00 171.00 100.00 100-5160-40-02 Health/Dental Insurance 4,944.00 4,944.00 7,827.18 728.46 158.32 - 2,883.18 100-5165-40-02 Dental Insurance 433.00 433.00 378.84 34.44 87.49 54.16 100-5170-40-02 Life Insurance 92.00 92.00 97.18 9.38 105.63 - 5.18 100-5175-40-02 Liability (TML)/Workers' Comp 248.00 248.00 219.84 19.34 88.65 28.16 100-5180-40-02 TMRS Expense 7,412.00 7,412.00 6,163.70 553.91 83.16 1,248.30 100-5185-40-02 Long/Short Term Disability 96.00 96.00 84.17 7.82 87.68 11.83 100-5210-40-02 Office Supplies 500.00 500.00 175.18 35.04 324.82 100-5230-40-02 Dues,Fees,& Subscriptions 370.00 370.00 280.00 75.68 90.00 100-5240-40-02 Postage and Delivery 375.00 375.00 483.01 38.88 128.80 - 108.01 100-5280-40-02 Printing and Reproduction 700.00 700.00 422.69 132.27 60.38 277.31 100-5350-40-02 Vehicle Expense 1,500.00 1,500.00 802.52 53.50 697.48 100-5352-40-02 Fuel 700.00 700.00 885.58 117.97 126.51 - 185.58 100-5353-40-02 Oil/Grease/Inspections 100.00 100.00 68.11 68.11 31.89 100-5400-40-02 Uniform Expense 200.00 200.00 119.95 59.98 80.05 100-5430-40-02 Legal Fees 500.00 3,000.00 3,500.00 2,572.57 247.00 73.50 927.43 100-5435-40-02 Legal Notices/Filings 400.00 400.00 400.00 100-5480-40-02 Contracted Services 116,340.00 116,340.00 84,712.00 4,280.00 29,425.00 72.81 2,203.00 100-5520-40-02 Telephones 255.00 255.00 191.44 36.39 75.08 63.56 100-5526-40-02 Data Network 456.00 456.00 417.89 37.99 91.64 38.11 100-5533-40-02 Mileage Expense 250.00 250.00 105.07 42.03 144.93 100-5536-40-02 Training/Seminars 390.00 400.00 790.00 757.24 95.85 32.76 100-5600-40-02 Special Events 250.00 250.00 227.14 90.86 22.86 100-5620-40-02 Tools & Equipment 200.00 200.00 200.00 100-5640-40-02 Signs & Hardware 1,600.00 1,600.00 1,434.52 89.66 165.48 100-5110-40-03 Salaries & Wages 285,036.00 34,428.70 319,464.70 254,778.27 23,263.90 79.75 64,686.43 100-5115-40-03 Salaries - Overtime 1,219.00 1,219.00 1,528.12 125.36 - 309.12 100-5126-40-03 Salaries-Vacation Buy-Out 6,502.00 6,502.00 1,165.13 17.92 5,336.87 100-5140-40-03 Salaries - Longevity Pay 995.00 995.00 995.00 100.00 100-5143-40-03 Cell Phone Allowance 2,520.00 2,520.00 2,085.00 185.00 82.74 435.00 100-5145-40-03 Social Security Expense 18,379.00 18,379.00 14,981.90 1,249.47 81.52 3,397.10 100-5150-40-03 Medicare Expense 4,298.00 4,298.00 3,503.85 292.22 81.52 794.15 100-5155-40-03 SUTA Expense 684.00 684.00 684.00 100.00 100-5160-40-03 Health/Dental Insurance 36,214.00 36,214.00 34,401.16 3,083.76 94.99 1,812.84 100-5165-40-03 Dental Insurance 1,878.00 1,878.00 1,474.96 148.22 78.54 403.04 100-5170-40-03 Life Insurance 510.00 510.00 389.29 39.38 76.33 120.71 32 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5175-40-03 Liability (TML)/Workers' Comp 889.00 889.00 637.31 53.53 71.69 251.69 100-5180-40-03 TMRS Expense 39,805.00 39,805.00 34,490.46 3,169.68 86.65 5,314.54 100-5185-40-03 Long/Short Term Disability 526.00 526.00 446.26 44.22 84.84 79.74 100-5186-40-03 WELLE-Wellness Prog Reimb Empl 1,800.00 1,800.00 1,270.80 100.00 70.60 529.20 100-5210-40-03 Office Supplies 4,000.00 - 500.00 3,500.00 1,639.09 216.98 46.83 1,860.91 100-5212-40-03 Building Supplies 1,000.00 1,000.00 1,067.40 115.87 106.74 - 67.40 100-5220-40-03 Office Equipment 3,600.00 3,600.00 2,425.84 - 60.19 67.38 1,174.16 100-5230-40-03 Dues,Fees,& Subscriptions 2,435.00 2,435.00 1,595.34 65.52 839.66 100-5240-40-03 Postage and Delivery 500.00 500.00 338.60 23.45 67.72 161.40 100-5280-40-03 Printing and Reproduction 300.00 300.00 594.28 198.09 - 294.28 100-5290-40-03 Other Charges and Services 22.98 - 22.98 100-5330-40-03 Copier Expense 900.00 1,100.00 2,000.00 2,160.78 206.23 108.04 - 160.78 100-5340-40-03 Building Repairs 500.00 500.00 500.00 100-5352-40-03 Fuel 200.00 200.00 63.59 31.80 136.41 100-5400-40-03 Uniform Expense 300.00 300.00 290.14 96.71 9.86 100-5410-40-03 Professional Services 80,710.00 25,000.00 105,710.00 88,732.00 83.94 16,978.00 100-5415-40-03 Tution Reimbursement 294.29 - 294.29 100-5418-40-03 IT Fees 2,000.00 2,000.00 1,200.00 60.00 800.00 100-5430-40-03 Legal Fees 32,000.00 32,000.00 9,576.00 760.00 29.93 22,424.00 100-5435-40-03 Legal Notices/Filings 250.00 250.00 250.00 100-5480-40-03 Contracted Services 4,100.00 4,100.00 4,340.65 999.81 105.87 - 240.65 100-5526-40-03 Data Network 1,800.00 1,800.00 1,223.01 67.95 576.99 100-5530-40-03 Travel 3,860.00 3,860.00 1,391.35 36.05 2,468.65 100-5533-40-03 Mileage Expense 2,280.00 2,280.00 1,530.50 168.81 67.13 749.50 100-5536-40-03 Training/Seminars 3,600.00 3,600.00 3,231.93 89.78 368.07 100-5110-50-01 Salaries & Wages 156,768.00 7,345.02 164,113.02 135,917.54 13,123.68 82.82 28,195.48 100-5115-50-01 Salaries - Overtime 4,920.00 4,920.00 2,181.61 238.42 44.34 2,738.39 100-5140-50-01 Salaries - Longevity Pay 1,555.00 1,555.00 1,555.00 100.00 100-5145-50-01 Social Security Expense 10,133.00 10,133.00 8,025.68 756.43 79.20 2,107.32 100-5150-50-01 Medicare Expense 2,370.00 2,370.00 1,876.98 176.91 79.20 493.02 100-5155-50-01 SUTA Expense 513.00 513.00 374.09 72.92 138.91 100-5160-50-01 Health/Dental Insurance 26,890.00 26,890.00 21,361.35 2,229.02 79.44 5,528.65 100-5165-50-01 Dental Insurance 1,362.00 1,362.00 1,035.56 107.50 76.03 326.44 100-5170-50-01 Life Insurance 275.00 275.00 262.46 28.14 95.44 12.54 100-5175-50-01 Liability (TML)/Workers' Comp 7,519.00 7,519.00 12,668.33 1,138.07 168.48 - 5,149.33 100-5180-50-01 TMRS Expense 21,944.00 21,944.00 18,483.55 1,805.26 84.23 3,460.45 100-5185-50-01 Long/Short Term Disability 289.00 289.00 238.23 24.12 82.43 50.77 100-5186-50-01 WELLE-Wellness Prog Reimb Empl 400.00 50.00 - 400.00 100-5210-50-01 Office Supplies 300.00 300.00 357.79 222.82 119.26 - 57.79 100-5220-50-01 Office Equipment 1,500.00 1,500.00 1,500.00 100-5230-50-01 Dues,Fees,& Subscriptions 500.00 500.00 500.00 100-5250-50-01 Publications 50.00 50.00 50.00 100-5310-50-01 Rental Expense 13,000.00 13,000.00 17,260.98 2,500.00 132.78 - 4,260.98 33 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5320-50-01 Repairs & Maintenance 4,000.00 4,000.00 6,264.42 156.61 - 2,264.42 100-5321-50-01 Signal Light Repairs 16,400.00 16,400.00 1,675.00 10.21 14,725.00 100-5340-50-01 Building Repairs 2,500.00 2,500.00 344.64 13.79 2,155.36 100-5350-50-01 Vehicle Expense 6,500.00 6,500.00 12,965.06 806.15 199.46 - 6,465.06 100-5352-50-01 Fuel 3,600.00 3,600.00 4,844.07 134.56 - 1,244.07 100-5353-50-01 Oil/Grease/Inspections 200.00 200.00 315.64 40.00 157.82 - 115.64 100-5400-50-01 Uniform Expense 3,600.00 3,600.00 1,406.36 39.07 2,193.64 100-5430-50-01 Legal Fees 4,000.00 4,000.00 7,739.61 1,824.00 193.49 - 3,739.61 100-5480-50-01 Contracted Services 212,652.00 41,400.00 254,052.00 219,261.20 54,924.00 22,601.30 86.31 12,189.50 100-5520-50-01 Telephones 1,780.00 1,780.00 966.19 72.51 54.28 813.81 100-5525-50-01 Electricity 177,388.00 177,388.00 172,077.50 17,227.37 97.01 5,310.50 100-5526-50-01 Data Network 100.00 100.00 78.91 7.00 78.91 21.09 100-5530-50-01 Travel 800.00 800.00 800.00 100-5536-50-01 Training/Seminars 1,400.00 1,400.00 2,431.29 173.66 - 1,031.29 100-5620-50-01 Tools & Equipment 3,000.00 3,000.00 1,563.15 5.97 52.11 1,436.85 100-5630-50-01 Safety Equipment 3,100.00 3,600.00 6,700.00 4,567.13 68.17 2,132.87 100-5640-50-01 Signs & Hardware 25,000.00 25,000.00 26,567.81 7,688.08 - 62.00 106.27 - 1,505.81 100-5650-50-01 Maintenance Materials 65,000.00 65,000.00 64,770.68 8,654.59 8,138.25 99.65 - 7,908.93 100-6110-50-01 Capital Expenditure 1,425,000.00 - 975,000.00 450,000.00 26,270.00 765.00 410,656.45 5.84 13,073.55 100-7100-50-01 Operating Transfer Out 1,265,000.00 1,997,782.00 3,262,782.00 3,076,115.37 1,209,448.67 94.28 186,666.63 100-5110-60-01 Salaries & Wages 246,641.00 7,580.24 254,221.24 233,079.51 22,854.15 91.68 21,141.73 100-5115-60-01 Salaries - Overtime 4,250.00 4,250.00 1,031.97 18.79 24.28 3,218.03 100-5126-60-01 Salaries-Vacation Buy-Out 3,059.00 3,059.00 3,059.00 100-5140-60-01 Salaries - Longevity Pay 550.00 550.00 280.00 50.91 270.00 100-5143-60-01 Cell Phone Allowance 360.00 360.00 1,640.00 215.00 455.56 - 1,280.00 100-5145-60-01 Social Security Expense 15,810.00 15,810.00 13,840.42 1,266.80 87.54 1,969.58 100-5150-60-01 Medicare Expense 3,698.00 3,698.00 3,236.86 296.27 87.53 461.14 100-5155-60-01 SUTA Expense 684.00 684.00 770.47 112.64 - 86.47 100-5160-60-01 Health/Dental Insurance 29,571.00 29,571.00 25,041.98 2,269.84 84.68 4,529.02 100-5165-60-01 Dental Insurance 1,860.00 1,860.00 1,416.44 139.60 76.15 443.56 100-5170-60-01 Life Insurance 368.00 368.00 369.02 37.52 100.28 - 1.02 100-5175-60-01 Liability (TML)/Workers' Comp 511.00 511.00 3,188.70 337.27 624.01 - 2,677.70 100-5180-60-01 TMRS Expense 34,242.00 34,242.00 31,435.26 3,119.65 91.80 2,806.74 100-5185-60-01 Long/Short Term Disability 455.00 455.00 417.20 39.88 91.69 37.80 100-5186-60-01 WELLE-Wellness Prog Reimb Empl 1,800.00 1,800.00 980.76 89.16 54.49 819.24 100-5191-60-01 Hiring Cost 79.38 - 79.38 100-5210-60-01 Office Supplies 3,005.00 3,005.00 1,119.75 101.81 37.26 1,885.25 100-5212-60-01 Building Supplies 650.00 650.00 83.34 12.82 566.66 100-5220-60-01 Office Equipment 4,910.00 - 2,965.00 1,945.00 496.67 25.54 1,448.33 100-5230-60-01 Dues,Fees,& Subscriptions 2,944.00 2,944.00 852.62 85.00 28.96 2,091.38 100-5240-60-01 Postage and Delivery 2.55 - 2.55 100-5280-60-01 Printing and Reproduction 10.80 - 10.80 100-5320-60-01 Repairs & Maintenance 214.75 - 214.75 34 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5330-60-01 Copier Expense 2,060.00 2,060.00 2,250.23 323.09 109.23 - 190.23 100-5340-60-01 Building Repairs 457.40 91.22 - 457.40 100-5400-60-01 Uniform Expense 400.00 400.00 210.68 52.67 189.32 100-5410-60-01 Professional Services 68,760.00 2,965.00 71,725.00 9,875.00 3,125.00 78,277.00 13.77 - 16,427.00 100-5418-60-01 IT Fees 1,780.00 1,780.00 1,780.00 100-5419-60-01 IT Licenses 411.35 - 411.35 100-5430-60-01 Legal Fees 5,000.00 5,000.00 6,797.00 135.94 - 1,797.00 100-5435-60-01 Legal Notices/Filings 288.60 - 288.60 100-5480-60-01 Contracted Services 1,600.00 1,600.00 1,380.00 120.00 86.25 220.00 100-5520-60-01 Telephones 2,693.00 2,693.00 340.29 36.70 12.64 2,352.71 100-5530-60-01 Travel 4,400.00 4,400.00 2,402.14 54.59 1,997.86 100-5533-60-01 Mileage Expense 2,400.00 2,400.00 1,193.55 107.37 49.73 1,206.45 100-5536-60-01 Training/Seminars 8,860.00 8,860.00 2,842.37 32.08 6,017.63 100-5640-60-01 Signs & Hardware 114.91 - 114.91 100-5110-60-02 Salaries & Wages 573,696.00 41,162.24 614,858.24 523,871.84 49,461.57 85.20 90,986.40 100-5115-60-02 Salaries - Overtime 14,708.00 14,708.00 11,012.24 2,709.43 74.87 3,695.76 100-5126-60-02 Salaries-Vacation Buy-Out 6,000.00 6,000.00 3,160.52 52.68 2,839.48 100-5140-60-02 Salaries - Longevity Pay 2,880.00 2,880.00 2,615.00 90.80 265.00 100-5143-60-02 Cell Phone Allowance 2,520.00 2,520.00 2,080.00 230.00 82.54 440.00 100-5145-60-02 Social Security Expense 36,840.00 36,840.00 31,028.39 2,915.28 84.23 5,811.61 100-5150-60-02 Medicare Expense 8,615.00 8,615.00 7,256.65 681.81 84.23 1,358.35 100-5155-60-02 SUTA Expense 2,565.00 2,565.00 1,909.38 74.44 655.62 100-5160-60-02 Health/Dental Insurance 127,280.00 127,280.00 112,949.67 9,607.02 88.74 14,330.33 100-5165-60-02 Dental Insurance 5,769.00 5,769.00 4,619.77 458.46 80.08 1,149.23 100-5170-60-02 Life Insurance 1,267.00 1,267.00 1,361.77 140.70 107.48 - 94.77 100-5175-60-02 Liability (TML)/Workers' Comp 10,648.00 10,648.00 21,059.51 1,951.62 197.78 - 10,411.51 100-5180-60-02 TMRS Expense 79,804.00 79,804.00 72,247.82 7,110.83 90.53 7,556.18 100-5185-60-02 Long/Short Term Disability 1,061.00 1,061.00 945.96 93.98 89.16 115.04 100-5186-60-02 WELLE-Wellness Prog Reimb Empl 5,700.00 5,700.00 4,279.88 428.32 75.09 1,420.12 100-5191-60-02 Hiring Cost 200.00 200.00 200.00 100-5210-60-02 Office Supplies 478.99 - 478.99 100-5212-60-02 Building Supplies 1,500.00 1,500.00 760.23 50.68 739.77 100-5220-60-02 Office Equipment 1,650.00 1,650.00 1,024.96 62.12 625.04 100-5230-60-02 Dues,Fees,& Subscriptions 2,536.00 2,536.00 1,096.00 100.00 43.22 1,440.00 100-5310-60-02 Rental Expense 27,000.00 27,000.00 25,740.00 2,100.00 95.33 1,260.00 100-5320-60-02 Repairs & Maintenance 292,745.00 - 171,030.00 121,715.00 107,307.79 8,188.58 88.16 14,407.21 100-5322-60-02 Irrigation Repairs 12,200.00 12,200.00 15,993.09 225.15 131.09 - 3,793.09 100-5323-60-02 Field Maintenance 50,150.00 50,150.00 64,037.04 4,711.78 127.69 - 13,887.04 100-5330-60-02 Copier Expense 237.00 237.00 172.40 8.74 72.74 64.60 100-5350-60-02 Vehicle Expense 4,500.00 4,500.00 7,148.85 377.56 158.86 - 2,648.85 100-5352-60-02 Fuel 13,920.00 13,920.00 9,846.39 70.74 4,073.61 100-5353-60-02 Oil/Grease/Inspections 1,290.00 1,290.00 1,386.05 107.45 - 96.05 100-5355-60-02 Chemicals/Fertilizer 38,680.00 38,680.00 46,747.56 606.22 120.86 - 8,067.56 35 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5400-60-02 Uniform Expense 8,940.00 8,940.00 7,099.32 79.41 1,840.68 100-5418-60-02 IT Fees 3,195.00 3,195.00 3,195.00 100-5480-60-02 Contracted Services 358,052.00 - 37,368.00 320,684.00 213,609.60 6,102.65 7,703.45 66.61 99,370.95 100-5520-60-02 Telephones 4,165.00 4,165.00 2,998.73 246.88 72.00 1,166.27 100-5525-60-02 Electricity 160,000.00 160,000.00 105,521.86 12,579.92 65.95 54,478.14 100-5526-60-02 Data Network 667.88 37.99 - 667.88 100-5530-60-02 Travel 2,305.00 2,305.00 - 46.66 - 61.17 - 2.02 2,351.66 100-5533-60-02 Mileage Expense 105.00 105.00 114.27 108.83 - 9.27 100-5536-60-02 Training/Seminars 1,650.00 1,650.00 2,584.45 156.63 - 934.45 100-5620-60-02 Tools & Equipment 1,850.00 1,850.00 3,454.82 399.00 186.75 - 1,604.82 100-5630-60-02 Safety Equipment 1,190.00 1,190.00 1,079.95 452.58 90.75 110.05 100-5640-60-02 Signs & Hardware 6,200.00 6,200.00 3,228.75 950.00 52.08 2,971.25 100-6120-60-02 Capital Expense-Park Impr 120,900.00 120,900.00 10,576.00 8.75 110,324.00 100-6140-60-02 Capital Expense-Equipment 15,200.00 15,200.00 11,544.31 75.95 3,655.69 100-6160-60-02 Capital Expense-Vehicles 38,500.00 38,500.00 51,265.00 133.16 - 12,765.00 100-7100-60-02 Operating Transfer Out 107,368.00 107,368.00 107,368.00 100.00 100-5110-60-03 Salaries & Wages 45,895.00 4,545.00 50,440.00 43,065.58 3,974.76 85.38 7,374.42 100-5140-60-03 Salaries - Longevity Pay 170.00 170.00 170.00 100.00 100-5145-60-03 Social Security Expense 2,856.00 2,856.00 2,381.21 221.19 83.38 474.79 100-5150-60-03 Medicare Expense 668.00 668.00 556.90 51.73 83.37 111.10 100-5155-60-03 SUTA Expense 171.00 171.00 170.19 99.53 0.81 100-5170-60-03 Life Insurance 92.00 92.00 97.18 9.38 105.63 - 5.18 100-5175-60-03 Liability (TML)/Workers' Comp 94.00 94.00 43.27 3.98 46.03 50.73 100-5180-60-03 TMRS Expense 6,186.00 6,186.00 5,703.70 535.00 92.20 482.30 100-5185-60-03 Long/Short Term Disability 84.00 84.00 78.08 7.56 92.95 5.92 100-5240-60-03 Postage and Delivery 1,800.00 1,800.00 786.47 43.69 1,013.53 100-5260-60-03 Advertising 2,000.00 2,000.00 2,000.00 1,500.00 100.00 100-5280-60-03 Printing and Reproduction 2,000.00 2,000.00 1,349.16 163.16 67.46 650.84 100-5475-60-03 Credit Card Fees 1,500.00 1,500.00 2,406.88 387.34 160.46 - 906.88 100-5600-60-03 Special Events 28,725.00 28,725.00 23,976.21 8,949.98 83.47 4,748.79 100-5995-60-03 Recreation Activities 28,000.00 28,000.00 34,248.07 5,221.44 122.32 - 6,248.07 100-5110-60-05 Salaries & Wages 126,783.00 13,584.29 140,367.29 114,087.28 10,333.16 81.28 26,280.01 100-5115-60-05 Salaries - Overtime 30.00 30.00 - 30.00 100-5140-60-05 Salaries - Longevity Pay 150.00 150.00 145.00 96.67 5.00 100-5145-60-05 Social Security Expense 7,870.00 7,870.00 7,088.14 642.87 90.07 781.86 100-5150-60-05 Medicare Expense 1,841.00 1,841.00 1,657.70 150.36 90.04 183.30 100-5155-60-05 SUTA Expense 684.00 684.00 312.35 45.67 371.65 100-5160-60-05 Health/Dental Insurance 2.37 - 2.37 100-5165-60-05 Dental Insurance 0.19 - 0.19 100-5170-60-05 Life Insurance 92.00 92.00 97.23 9.38 105.69 - 5.23 100-5175-60-05 Liability (TML)/Workers' Comp 268.00 268.00 114.86 10.37 42.86 153.14 100-5180-60-05 TMRS Expense 13,843.00 13,843.00 11,763.09 1,108.86 84.98 2,079.91 100-5185-60-05 Long/Short Term Disability 172.00 172.00 161.29 15.66 93.77 10.71 36 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5210-60-05 Office Supplies 4,500.00 - 200.00 4,300.00 2,670.75 62.11 1,629.25 100-5212-60-05 Building Supplies 100.00 100.00 142.00 142.00 - 42.00 100-5220-60-05 Office Equipment 3,200.00 3,200.00 4,281.67 133.80 - 1,081.67 100-5230-60-05 Dues,Fees,& Subscriptions 3,000.00 3,000.00 2,029.69 67.66 970.31 100-5240-60-05 Postage and Delivery 400.00 400.00 155.54 10.58 38.89 244.46 100-5260-60-05 Advertising 600.00 600.00 600.00 100-5280-60-05 Printing and Reproduction 100.00 100.00 100.00 100-5281-60-05 Book Purchases 24,517.00 24,517.00 23,831.29 1,173.35 670.00 97.20 15.71 100-5282-60-05 DVD Purchases 1,000.00 1,000.00 1,132.36 113.24 - 132.36 100-5283-60-05 Audiobook Purchases 800.00 800.00 379.06 47.38 420.94 100-5284-60-05 Other Collect. Item Purchases 500.00 500.00 2,900.08 580.02 - 2,400.08 100-5330-60-05 Copier Expense 900.00 900.00 579.97 59.55 64.44 320.03 100-5400-60-05 Uniform Expense 300.00 300.00 428.81 142.94 - 128.81 100-5430-60-05 Legal Fees 200.00 200.00 190.00 95.00 10.00 100-5480-60-05 Contracted Services 6,500.00 6,500.00 2,784.00 1,584.00 42.83 3,716.00 100-5520-60-05 Telephones 1,980.00 1,980.00 1,406.05 36.70 71.01 573.95 100-5526-60-05 Data Network 269.61 37.99 - 269.61 100-5530-60-05 Travel 3,000.00 3,000.00 3,206.22 106.87 - 206.22 100-5533-60-05 Mileage Expense 1,000.00 1,000.00 758.71 75.87 241.29 100-5536-60-05 Training/Seminars 2,000.00 2,000.00 1,032.84 51.64 967.16 100-5600-60-05 Special Events 1,000.00 200.00 1,200.00 1,197.87 99.82 2.13 100-5110-98-01 Salaries & Wages 552,801.00 8,865.10 561,666.10 501,665.12 44,625.70 89.32 60,000.98 100-5115-98-01 Salaries - Overtime 1,200.00 1,200.00 596.86 49.74 603.14 100-5126-98-01 Salaries-Vacation Buy-Out 12,007.00 12,007.00 6,148.58 51.21 5,858.42 100-5140-98-01 Salaries - Longevity Pay 1,350.00 1,350.00 1,260.00 93.33 90.00 100-5143-98-01 Cell Phone Allowance 900.00 900.00 900.00 100-5145-98-01 Social Security Expense 35,238.00 35,238.00 27,696.59 2,537.02 78.60 7,541.41 100-5150-98-01 Medicare Expense 8,241.00 8,241.00 6,828.96 593.32 82.87 1,412.04 100-5155-98-01 SUTA Expense 1,026.00 1,026.00 1,167.67 113.81 - 141.67 100-5160-98-01 Health/Dental Insurance 63,097.00 63,097.00 52,801.78 4,444.24 83.68 10,295.22 100-5165-98-01 Dental Insurance 2,918.00 2,918.00 2,246.20 216.56 76.98 671.80 100-5170-98-01 Life Insurance 733.00 733.00 643.99 61.92 87.86 89.01 100-5175-98-01 Liability (TML)/Workers' Comp 1,497.00 1,497.00 1,084.93 96.14 72.47 412.07 100-5180-98-01 TMRS Expense 76,324.00 76,324.00 67,329.77 6,020.09 88.22 8,994.23 100-5185-98-01 Long/Short Term Disability 1,020.00 1,020.00 894.87 84.78 87.73 125.13 100-5186-98-01 WELLE-Wellness Prog Reimb Empl 1,800.00 1,800.00 1,100.00 100.00 61.11 700.00 100-5210-98-01 Office Supplies 1,950.00 1,950.00 2,018.03 139.71 103.49 - 68.03 100-5212-98-01 Building Supplies 350.00 350.00 298.40 85.26 51.60 100-5220-98-01 Office Equipment 2,602.00 2,602.00 1,690.93 64.99 911.07 100-5230-98-01 Dues,Fees,& Subscriptions 1,560.00 1,560.00 659.00 300.00 42.24 901.00 100-5240-98-01 Postage and Delivery 260.00 260.00 216.70 0.46 83.35 43.30 100-5280-98-01 Printing and Reproduction 59.88 - 59.88 100-5320-98-01 Repairs & Maintenance 223.73 - 223.73 37 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 100-5330-98-01 Copier Expense 880.00 880.00 860.38 88.08 97.77 19.62 100-5340-98-01 Building Repairs 457.37 91.21 - 457.37 100-5350-98-01 Vehicle Expense 275.00 275.00 40.00 14.55 235.00 100-5352-98-01 Fuel 1,000.00 1,000.00 999.86 99.99 0.14 100-5353-98-01 Oil/Grease/Inspections 144.74 - 144.74 100-5400-98-01 Uniform Expense 500.00 500.00 131.92 26.38 368.08 100-5410-98-01 Professional Services 35,000.00 73,450.00 108,450.00 25,719.76 1,000.00 82,350.00 23.72 380.24 100-5419-98-01 IT Licenses 950.00 950.00 950.00 100-5430-98-01 Legal Fees 7,700.00 7,700.00 10,671.05 - 932.29 138.59 - 2,971.05 100-5435-98-01 Legal Notices/Filings 2,000.00 2,000.00 2,232.95 111.65 - 232.95 100-5480-98-01 Contracted Services 3,808.80 120.00 - 3,808.80 100-5520-98-01 Telephones 3,308.00 3,308.00 2,506.64 141.49 75.78 801.36 100-5524-98-01 Gas 1,000.00 1,000.00 581.83 46.84 58.18 418.17 100-5526-98-01 Data Network 417.89 37.99 - 417.89 100-5530-98-01 Travel 4,200.00 - 1,000.00 3,200.00 1,478.17 46.19 1,721.83 100-5533-98-01 Mileage Expense 1,400.00 1,400.00 1,208.55 154.40 86.33 191.45 100-5536-98-01 Training/Seminars 4,880.00 4,880.00 1,387.49 28.43 3,492.51 100-5620-98-01 Tools & Equipment 1,000.00 1,000.00 945.75 94.58 54.25 100-5630-98-01 Safety Equipment 35.95 - 35.95 100-5640-98-01 Signs and Hardware 114.92 - 114.92 100-7100-98-01 Operating Transfer Out 62,550.00 62,550.00 62,550.00 62,550.00 100.00 150-4015-10-00 Water Impact Fees - 88,668.00 - 7,641.00 88,668.00 150-4020-10-00 Wastewater Impact Fees - 69,460.00 - 5,644.00 69,460.00 150-4040-10-00 East Thoroughfare Impact Fees - 790,120.61 - 133,742.06 790,120.61 150-4110-10-00 Property Taxes (Town)- 368,324.10 368,324.10 150-4111-10-00 Property Taxes (County)- 29,329.00 29,329.00 150-4610-10-00 Interest Income - 2,510.43 - 87.38 2,510.43 150-5810-10-00 Thoro Impact Fee Rebate 648,901.78 161,603.78 - 648,901.78 150-5811-10-00 Water Impact Fee Rebate 81,027.00 81,027.00 - 81,027.00 150-5812-10-00 Wastwater Impact Fee Rebate 62,985.25 10,099.25 - 62,985.25 150-5820-10-00 Town Ad Valorem Tax Rebate 353,763.54 353,763.54 - 353,763.54 150-5821-10-00 County Ad Valorem Tax Rebate 29,329.00 29,329.00 - 29,329.00 160-4041-10-00 W Thoro Impact Fee - 178,628.50 178,628.50 160-4610-10-00 Interest Income - 448.25 - 13.80 448.25 160-5810-10-00 W Thoro Impact Fee Rebate 153,628.50 - 153,628.50 200-4000-10-08 W/S Service Initiation - 69,870.00 - 69,870.00 - 70,705.00 - 9,310.00 101.20 835.00 200-4007-10-08 Sanitation - 1,376,796.00 - 1,376,796.00 - 959,995.43 - 81,141.07 69.73 - 416,800.57 200-4009-10-08 Late Fee-W/S - 94,500.00 - 94,500.00 - 95,523.73 - 9,846.86 101.08 1,023.73 200-4930-10-99 Insurance Proceeds - 12,130.76 - 1,060.24 12,130.76 200-4995-10-99 Transfer In/Out - 75,563.00 75,563.00 200-4005-50-02 Water Revenue - 7,090,107.00 - 756,512.00 - 7,846,619.00 - 6,889,655.65 - 1,045,288.48 87.80 - 956,963.35 200-4010-50-02 Connection Tap & Construction - 880,000.00 - 880,000.00 - 737,029.00 - 99,038.00 83.75 - 142,971.00 200-4012-50-02 Saturday Inspection Fee - 11,000.00 - 11,000.00 - 9,750.00 - 450.00 88.64 - 1,250.00 38 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 200-4018-50-02 Internet Cr. Card Fees - 31,460.00 - 31,460.00 - 42,940.59 - 4,663.49 136.49 11,480.59 200-4019-50-02 Cr. Card Pmt Fees - 7,535.00 - 7,535.00 - 10,640.00 - 1,276.13 141.21 3,105.00 200-4060-50-02 NSF Fees - 1,575.00 - 1,575.00 - 1,225.00 - 125.00 77.78 - 350.00 200-4242-50-02 Re-Inspection Fees - 3,630.00 - 3,630.00 - 3,630.00 200-4243-50-02 Backflow Prevention Inspection - 18,700.00 - 18,700.00 - 26,000.00 - 1,975.00 139.04 7,300.00 200-4610-50-02 Interest Income - 29,500.00 - 29,500.00 - 54,952.15 - 3,727.76 186.28 25,452.15 200-4910-50-02 Other Revenue - 104,500.00 - 104,500.00 - 106,459.99 - 10,478.17 101.88 1,959.99 200-4006-50-03 Sewer - 3,236,000.00 - 232,542.00 - 3,468,542.00 - 3,446,440.65 - 341,255.10 99.36 - 22,101.35 200-4010-50-03 Connection Tap & Construction - 308,000.00 - 308,000.00 - 302,200.00 - 43,400.00 98.12 - 5,800.00 200-5110-10-08 Salaries & Wages 138,778.00 7,842.49 146,620.49 126,818.11 11,319.90 86.49 19,802.38 200-5115-10-08 Salaries - Overtime 3,528.00 3,528.00 1,004.15 147.36 28.46 2,523.85 200-5140-10-08 Salaries - Longevity Pay 850.00 850.00 930.00 109.41 - 80.00 200-5145-10-08 Social Security Expense 8,884.00 8,884.00 7,611.19 676.87 85.67 1,272.81 200-5150-10-08 Medicare Expense 2,078.00 2,078.00 1,780.03 158.30 85.66 297.97 200-5155-10-08 SUTA Expense 513.00 513.00 457.18 89.12 55.82 200-5160-10-08 Health/Dental Insurance 17,875.00 17,875.00 16,958.38 1,496.78 94.87 916.62 200-5165-10-08 Dental Insurance 1,356.00 1,356.00 1,141.58 103.78 84.19 214.42 200-5170-10-08 Life Insurance 276.00 276.00 291.54 28.14 105.63 - 15.54 200-5175-10-08 Liability (TML)/Workers' Comp 285.00 285.00 129.53 11.53 45.45 155.47 200-5180-10-08 TMRS Expense 19,240.00 19,240.00 17,117.60 1,556.96 88.97 2,122.40 200-5185-10-08 Long/Short Term Disability 256.00 256.00 230.15 21.50 89.90 25.85 200-5186-10-08 WELLE-Wellness Prog Reimb-Empl 1,200.00 1,200.00 1,100.00 100.00 91.67 100.00 200-5210-10-08 Office Supplies 2,000.00 2,000.00 1,593.11 79.66 406.89 200-5212-10-08 Building Supplies 1,250.00 1,250.00 846.01 97.10 67.68 403.99 200-5220-10-08 Office Equipment 1,000.00 1,000.00 4,646.16 464.62 - 3,646.16 200-5240-10-08 Postage and Delivery 43,000.00 43,000.00 30,313.00 2,923.54 70.50 12,687.00 200-5280-10-08 Printing and Reproduction 3,420.00 3,420.00 1,632.70 47.74 1,787.30 200-5290-10-08 Other Charges and Services 164.45 - 164.45 200-5330-10-08 Copier Expense 2,350.00 2,350.00 1,068.26 136.59 45.46 1,281.74 200-5340-10-08 Building Repairs 400.00 400.00 264.00 66.00 136.00 200-5400-10-08 Uniform Expense 200.00 200.00 193.84 96.92 6.16 200-5418-10-08 IT Fees 4,000.00 4,000.00 3,864.00 96.60 136.00 200-5419-10-08 IT Licenses 5,000.00 5,000.00 5,000.00 200-5430-10-08 Legal Fees 2,500.00 2,500.00 2,736.00 109.44 - 236.00 200-5470-10-08 Trash Collection 1,286,725.00 1,286,725.00 872,288.99 74,697.14 67.79 414,436.01 200-5479-10-08 Household Haz. Waste Disposal 12,600.00 12,600.00 4,525.00 450.00 35.91 8,075.00 200-5480-10-08 Contracted Services 16,925.00 16,925.00 7,551.11 710.23 44.62 9,373.89 200-5520-10-08 Telephones 720.00 720.00 386.60 36.70 53.69 333.40 200-5530-10-08 Travel 1,600.00 1,600.00 1,282.39 80.15 317.61 200-5533-10-08 Mileage Expense 300.00 300.00 151.38 50.46 148.62 200-5536-10-08 Training/Seminars 1,075.00 - 50.00 1,025.00 998.00 97.37 27.00 200-5600-10-08 Special Events 50.00 50.00 48.09 96.18 1.91 200-5110-10-99 Salaries & Wages 25,118.00 - 25,118.00 39 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 200-5176-10-99 TML-Prop & Liab Insurance 38,500.00 38,500.00 39,710.54 103.14 - 1,210.54 200-5410-10-99 Professional Services 13,400.00 - 13,400.00 200-5930-10-99 Damage Claims Expense 12,349.96 - 12,349.96 200-6125-10-99 Capital Expense Technology 11,026.00 11,026.00 10,107.13 918.83 91.67 918.87 200-6140-10-99 Capital Expenditure - Equipmen 10,126.00 10,126.00 9,282.13 843.83 91.67 843.87 200-6160-10-99 Capital Expenditure - Vehicles 36,471.00 36,471.00 33,431.75 3,039.25 91.67 3,039.25 200-6186-10-99 2013 Bond Payment 389,500.00 - 179,500.00 210,000.00 210,000.00 210,000.00 100.00 200-6192-10-99 2011 Refd Bond Pmt 185,410.00 - 5,460.00 179,950.00 179,950.00 100.00 200-6193-10-99 2012 CO Bond Payment 486,250.00 - 205,250.50 280,999.50 225,000.00 80.07 55,999.50 200-6199-10-99 08 CO Bond Payment 63,575.00 - 4,575.00 59,000.00 59,000.00 100.00 200-6200-10-99 Bond Issuance Costs 800.00 800.00 - 800.00 200-6201-10-99 2014 GO Bond Payment 485,850.00 - 130,850.00 355,000.00 354,546.00 354,546.00 99.87 454.00 200-6202-10-99 2014 CO Bond Payment 923,450.00 - 463,450.00 460,000.00 460,000.00 460,000.00 100.00 200-6203-10-99 2015 GO Debt payment 164,326.00 - 164,326.00 200-6205-10-99 2016 GO Bond Payment 357,992.00 - 24,892.00 333,100.00 333,100.00 100.00 200-6299-10-99 Bond Interest Expense 1,102,740.50 1,102,740.50 1,111,755.65 542,743.39 100.82 - 9,015.15 200-7000-10-99 Contingency 50,000.00 50,000.00 46,169.42 5,000.00 10,302.90 92.34 - 6,472.32 200-7144-10-99 Transfer to Capital Projects 200.00 200.00 25,306.14 ###############- 25,106.14 200-7147-10-99 Transfer to GF 1,072,800.00 1,072,800.00 983,400.00 89,400.00 91.67 89,400.00 200-5110-50-02 Salaries & Wages 828,991.00 50,110.57 879,101.57 729,102.34 70,849.47 82.94 149,999.23 200-5115-50-02 Salaries - Overtime 46,183.00 46,183.00 30,350.63 2,052.52 65.72 15,832.37 200-5126-50-02 Salaries-Vacation Buy-Out 2,103.00 2,103.00 1,072.80 51.01 1,030.20 200-5140-50-02 Salaries - Longevity Pay 3,550.00 3,550.00 3,445.00 97.04 105.00 200-5145-50-02 Social Security Expense 54,746.00 54,746.00 44,747.44 4,279.64 81.74 9,998.56 200-5150-50-02 Medicare Expense 12,803.00 12,803.00 10,466.72 1,000.89 81.75 2,336.28 200-5155-50-02 SUTA Expense 2,907.00 2,907.00 2,625.81 90.33 281.19 200-5160-50-02 Health/Dental Insurance 120,690.00 120,690.00 101,958.23 9,430.88 84.48 18,731.77 200-5165-50-02 Dental Insurance 7,430.00 7,430.00 5,362.99 551.26 72.18 2,067.01 200-5170-50-02 Life Insurance 1,499.00 1,499.00 1,581.00 168.84 105.47 - 82.00 200-5175-50-02 Liability (TML)/Workers' Comp 20,530.00 20,530.00 36,014.61 3,193.04 175.42 - 15,484.61 200-5180-50-02 TMRS Expense 118,586.00 118,586.00 101,493.89 9,864.99 85.59 17,092.11 200-5185-50-02 Long/Short Term Disability 1,475.00 1,475.00 1,336.69 131.59 90.62 138.31 200-5186-50-02 WELLE-Wellness Prog Reimb-Empl 6,300.00 6,300.00 4,507.86 389.16 71.55 1,792.14 200-5191-50-02 Hiring Cost 300.00 300.00 300.00 200-5210-50-02 Office Supplies 5,750.00 5,750.00 2,256.68 93.57 39.25 3,493.32 200-5212-50-02 Building Supplies 1,500.00 1,500.00 2,739.95 53.04 182.66 - 1,239.95 200-5220-50-02 Office Equipment 8,100.00 8,100.00 6,035.06 74.51 2,064.94 200-5230-50-02 Dues,Fees,& Subscriptions 7,200.00 7,200.00 3,570.21 49.59 3,629.79 200-5240-50-02 Postage and Delivery 1,000.00 1,000.00 154.86 24.97 15.49 845.14 200-5250-50-02 Publications 50.00 50.00 50.00 200-5280-50-02 Printing and Reproduction 13,000.00 - 1,500.00 11,500.00 1,762.89 15.33 9,737.11 200-5310-50-02 Rental Expense 3,000.00 3,000.00 3,000.00 200-5320-50-02 Repairs & Maintenance 3,600.00 3,600.00 1,266.88 35.19 2,333.12 40 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 200-5330-50-02 Copier Expense 1,400.00 1,400.00 1,523.22 233.45 108.80 - 123.22 200-5340-50-02 Building Repairs 5,000.00 5,000.00 3,217.37 397.33 64.35 1,782.63 200-5350-50-02 Vehicle Expense 18,000.00 18,000.00 26,139.60 3,625.15 145.22 - 8,139.60 200-5352-50-02 Fuel 14,450.00 14,450.00 19,584.51 120.90 135.53 - 5,134.51 200-5353-50-02 Oil/Grease/Inspections 1,000.00 1,000.00 1,182.35 188.83 118.24 - 182.35 200-5400-50-02 Uniform Expense 17,300.00 17,300.00 13,780.39 1,147.94 79.66 3,519.61 200-5410-50-02 Professional Services 1,500.00 1,500.00 1,482.50 17.50 200-5415-50-02 Tuition Reimbursement 9,200.00 9,200.00 1,475.95 16.04 7,724.05 200-5419-50-02 IT Licenses 18,000.00 18,000.00 12,500.00 69.44 5,500.00 200-5430-50-02 Legal Fees 1,000.00 1,000.00 969.00 96.90 31.00 200-5475-50-02 Credit Card Fees 32,000.00 32,000.00 61,709.68 6,736.11 192.84 - 29,709.68 200-5480-50-02 Contracted Services 50,000.00 12,000.00 62,000.00 66,836.91 4,439.00 75.00 107.80 - 4,911.91 200-5520-50-02 Telephones 7,565.00 7,565.00 6,379.84 708.63 84.33 1,185.16 200-5521-50-02 Cell Phone Expense 2,550.00 2,550.00 2,550.00 200-5524-50-02 Gas 1,000.00 1,000.00 723.30 72.33 276.70 200-5525-50-02 Electricity 185,280.00 - 8,000.00 177,280.00 195,748.38 26,668.75 110.42 - 18,468.38 200-5526-50-02 Data Network 4,320.00 4,320.00 2,536.89 365.93 58.72 1,783.11 200-5530-50-02 Travel 2,300.00 2,300.00 1,945.30 84.58 354.70 200-5533-50-02 Mileage Expense 1,000.00 1,000.00 1,000.00 200-5536-50-02 Training/Seminars 16,200.00 16,200.00 8,697.06 53.69 7,502.94 200-5540-50-02 Water Testing 4,000.00 4,000.00 1,670.09 415.40 41.75 2,329.91 200-5545-50-02 Meter Purchases 445,987.00 - 4,000.00 441,987.00 256,448.90 3,686.66 8,900.00 58.02 176,638.10 200-5550-50-02 Water Purchases 2,748,305.00 953,054.00 3,701,359.00 3,116,660.66 283,333.00 84.20 584,698.34 200-5620-50-02 Tools & Equipment 10,000.00 10,000.00 12,899.54 163.52 129.00 - 2,899.54 200-5630-50-02 Safety Equipment 10,000.00 10,000.00 6,767.62 149.98 67.68 3,232.38 200-5640-50-02 Signs & Hardware 1,612.00 1,612.00 1,027.84 192.99 63.76 584.16 200-5650-50-02 Maintenance Materials 15,000.00 15,000.00 1,127.22 105.13 7.52 13,872.78 200-5660-50-02 Chemical Supplies 10,000.00 10,000.00 6,259.14 1,150.20 62.59 3,740.86 200-5670-50-02 System Improvements 78,950.00 78,950.00 115,550.87 2,885.37 146.36 - 36,600.87 200-6160-50-02 Capital Expense-Vehicles 77,000.00 77,000.00 73,859.96 95.92 3,140.04 200-7143-50-02 Transfer to Internal Serv. Fd 2,160.00 2,160.00 540.00 25.00 1,620.00 200-7146-50-02 Transfer to CIP 250,000.00 250,000.00 229,166.63 20,833.33 91.67 20,833.37 200-5110-50-03 Salaries & Wages 248,390.00 8,795.68 257,185.68 192,007.21 16,546.67 74.66 65,178.47 200-5115-50-03 Salaries - Overtime 11,329.00 11,329.00 10,785.73 559.07 95.21 543.27 200-5140-50-03 Salaries - Longevity Pay 1,295.00 1,295.00 985.00 76.06 310.00 200-5145-50-03 Social Security Expense 16,199.00 16,199.00 11,593.85 967.87 71.57 4,605.15 200-5150-50-03 Medicare Expense 3,788.00 3,788.00 2,711.46 226.35 71.58 1,076.54 200-5155-50-03 SUTA Expense 1,197.00 1,197.00 699.53 58.44 497.47 200-5160-50-03 Health/Dental Insurance 43,829.00 43,829.00 37,694.79 3,461.22 86.00 6,134.21 200-5165-50-03 Dental Insurance 2,685.00 2,685.00 1,834.57 170.74 68.33 850.43 200-5170-50-03 Life Insurance 476.00 476.00 480.41 46.90 100.93 - 4.41 200-5175-50-03 Liability (TML)/Workers' Comp 5,283.00 5,283.00 12,218.99 928.00 231.29 - 6,935.99 200-5180-50-03 TMRS Expense 35,107.00 35,107.00 27,088.41 2,321.17 77.16 8,018.59 41 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 200-5185-50-03 Long/Short Term Disability 471.00 471.00 293.34 31.02 62.28 177.66 200-5186-50-03 WELLE-Wellness Prog Reimb-Empl 2,550.00 2,550.00 1,280.76 139.16 50.23 1,269.24 200-5191-50-03 Hiring Cost 300.00 300.00 300.00 200-5210-50-03 Office Supplies 3,550.00 - 1,500.00 2,050.00 881.44 293.88 43.00 1,168.56 200-5212-50-03 Building Supplies 600.00 600.00 782.63 130.44 - 182.63 200-5220-50-03 Office Equipment 3,500.00 3,500.00 3,951.04 112.89 - 451.04 200-5230-50-03 Dues,Fees,& Subscriptions 1,500.00 1,500.00 15.00 1.00 1,485.00 200-5280-50-03 Printing and Reproduction 270.60 - 270.60 200-5310-50-03 Rental Expense 500.00 500.00 1,350.00 270.00 - 850.00 200-5320-50-03 Repairs & Maintenance 3,400.00 3,400.00 2,067.01 60.79 1,332.99 200-5335-50-03 Radio/Video Repairs 500.00 500.00 500.00 200-5340-50-03 Building Repairs 1,000.00 1,000.00 185.69 18.57 814.31 200-5350-50-03 Vehicle Expense 8,200.00 8,200.00 16,428.27 2,145.98 200.35 - 8,228.27 200-5352-50-03 Fuel 3,300.00 3,300.00 6,930.87 210.03 - 3,630.87 200-5353-50-03 Oil/Grease/Inspections 300.00 300.00 289.00 96.33 11.00 200-5400-50-03 Uniform Expense 7,300.00 7,300.00 5,053.50 69.23 2,246.50 200-5410-50-03 Professional Services 1,500.00 1,500.00 1,482.50 17.50 200-5418-50-03 IT Fees 10,000.00 10,000.00 10,000.00 200-5419-50-03 IT Licenses 14,000.00 14,000.00 12,983.00 92.74 1,017.00 200-5430-50-03 Legal Fees 500.00 500.00 500.00 200-5480-50-03 Contracted Services 57,320.00 - 15,145.00 42,175.00 27,585.35 6,853.00 24,672.50 65.41 - 10,082.85 200-5520-50-03 Telephones 2,115.00 2,115.00 1,138.65 157.09 53.84 976.35 200-5521-50-03 Cell Phone Expense 1,700.00 1,700.00 1,700.00 200-5525-50-03 Electricity 50,000.00 - 5,000.00 45,000.00 41,817.20 4,457.15 92.93 3,182.80 200-5530-50-03 Travel 1,100.00 1,100.00 1,100.00 200-5533-50-03 Mileage Expense 500.00 500.00 500.00 200-5536-50-03 Training/Seminars 9,800.00 - 8,000.00 1,800.00 1,093.29 60.74 706.71 200-5560-50-03 Sewer Management Fees 1,770,668.00 116,000.00 1,886,668.00 1,827,569.22 173,199.40 96.87 59,098.78 200-5620-50-03 Tools & Equipment 8,200.00 8,200.00 4,622.13 56.37 3,577.87 200-5630-50-03 Safety Equipment 5,000.00 5,000.00 3,080.11 61.60 1,919.89 200-5640-50-03 Signs & Hardware 250.00 250.00 1,032.00 412.80 - 782.00 200-5650-50-03 Maintenance Materials 1,000.00 1,000.00 3,175.49 57.40 317.55 - 2,175.49 200-5660-50-03 Chemical Supplies 1,000.00 1,000.00 5,912.86 591.29 - 4,912.86 200-5670-50-03 System Improvements 12,000.00 12,000.00 25,515.15 808.73 212.63 - 13,515.15 200-5680-50-03 Lift Station Expense 30,000.00 30,000.00 28,102.00 700.00 93.67 1,898.00 200-6140-50-03 Capital Expense-Equipment 28,145.00 28,145.00 28,142.00 6,775.00 99.99 3.00 200-6160-50-03 Capital Expense-Vehicles 61,000.00 61,000.00 59,349.99 97.30 1,650.01 200-7146-50-03 Transfer to CIP Fund 150,000.00 150,000.00 137,500.00 12,500.00 91.67 12,500.00 300-4105-10-00 Property Taxes -Delinquent - 73,828.00 - 73,828.00 - 328,376.46 - 12,774.15 444.79 254,548.46 300-4110-10-00 Property Taxes -Current - 4,086,721.00 - 4,086,721.00 - 4,024,391.99 - 10,813.01 98.48 - 62,329.01 300-4115-10-00 Taxes -Penalties - 21,439.00 - 21,439.00 - 86,418.58 - 4,223.94 403.09 64,979.58 300-4610-10-00 Interest Income - 18,000.00 - 18,000.00 - 23,548.25 - 1,090.04 130.82 5,548.25 300-5410-10-00 Professional Services 3,400.00 - 3,400.00 42 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 300-6186-10-00 2013 GO Ref Bond 286,200.00 - 131,200.00 155,000.00 155,000.00 155,000.00 100.00 300-6189-10-00 2012 GO TX Bond Payment 282,263.00 - 107,263.00 175,000.00 175,000.00 100.00 300-6191-10-00 2010 Tax Note Payment 368,376.00 - 3,376.00 365,000.00 365,000.00 100.00 300-6192-10-00 2011 Ref Bond Pmt 118,541.00 - 3,491.00 115,050.00 115,050.00 100.00 300-6199-10-00 2008 Bond Payment 572,175.00 - 41,175.00 531,000.00 531,000.00 100.00 300-6200-10-00 Bond Administrative Fees 21,000.00 21,000.00 13,600.00 1,700.00 64.76 7,400.00 300-6201-10-00 2014 GO Debt payment 372,750.00 - 117,750.00 255,000.00 255,454.00 255,454.00 100.18 - 454.00 300-6203-10-00 2015 GO Debt Payment 659,374.00 - 614,374.00 45,000.00 45,000.00 100.00 300-6204-10-00 2015 CO Debt Payment 374,800.00 - 314,800.00 60,000.00 60,000.00 100.00 300-6205-10-00 2016 GO Debt Payment 598,848.00 - 191,948.00 406,900.00 406,900.00 100.00 300-6206-10-00 2016 CO Debt Payment 528,483.00 - 273,483.00 255,000.00 255,000.00 100.00 300-6299-10-00 Bond Interest Expense 1,798,860.00 1,798,860.00 1,798,405.64 887,222.44 99.98 454.36 400-4100-10-00 Charges for Services - 20,000.00 - 20,000.00 - 6,030.00 30.15 - 13,970.00 400-4610-10-00 Interest Earned - 700.00 - 700.00 - 688.36 - 48.29 98.34 - 11.64 400-4995-10-00 Transfer In - 2,400.00 - 2,400.00 - 600.00 25.00 - 1,800.00 400-5160-10-00 MERP Expense - GF 40,000.00 40,000.00 23,088.41 620.00 57.72 16,911.59 410-4100-10-99 Charges for Services - 500,781.00 - 500,781.00 - 459,049.14 - 41,731.74 91.67 - 41,731.86 410-4610-10-99 Interest - 11,775.91 - 809.49 11,775.91 410-4910-10-99 Other Reimbursements - 18,000.00 - 18,000.00 - 36,217.12 - 34,553.37 201.21 18,217.12 410-6125-10-02 Capital-Equipment (Technology) 2,250.00 2,250.00 2,736.16 121.61 - 486.16 410-6125-10-03 Capital-Equipment (Technology) 1,400.00 1,400.00 1,262.01 90.14 137.99 410-6125-10-04 Capital-Equipment (Technology) 1,400.00 1,400.00 1,457.75 104.13 - 57.75 410-6125-10-05 Capital-Equipment (Technology) 5,000.00 5,000.00 1,769.39 35.39 3,230.61 410-6125-10-07 Capital-Equipment (Technology) 1,400.00 1,400.00 1,400.00 410-6125-20-01 Capital-Equipment (Technology) 3,950.00 3,950.00 7,754.78 196.32 - 3,804.78 410-6160-20-01 Capital-Vehicles 178,850.00 178,850.00 178,849.50 0.50 100.00 410-6125-20-05 Capital-Equipment (Technology) 1,700.00 1,700.00 749.69 44.10 950.31 410-6125-30-01 Capital-Equipment (Technology) 3,400.00 3,400.00 2,998.76 88.20 401.24 410-6160-30-01 Capital-Vehicles 94,818.00 94,818.00 79,337.82 83.67 15,480.18 410-6125-30-05 Capital-Equipment (Technology) 850.00 850.00 850.00 410-6125-40-01 Capital-Equipment (Technology) 3,100.00 3,100.00 3,395.61 109.54 - 295.61 410-6125-50-02 Capital-Equipment (Technology) 3,650.00 3,650.00 3,468.18 95.02 181.82 410-6125-50-03 Capital-Equipment (Technology) 850.00 850.00 749.69 88.20 100.31 410-6125-60-01 Capital-Equipment(Technology) 1,400.00 1,400.00 1,457.75 104.13 - 57.75 410-6160-60-02 Capital-vehicles 25,710.00 25,710.00 25,870.00 100.62 - 160.00 450-4001-98-02 Storm Drainage Utility Fee - 344,725.00 - 344,725.00 - 317,455.30 - 30,625.54 92.09 - 27,269.70 450-4610-98-02 Interest Storm Utility - 900.00 - 900.00 - 3,141.89 - 282.85 349.10 2,241.89 450-4611-98-02 Interest - 2016 CO Proceeds - 9,586.41 - 577.45 9,586.41 450-4612-98-02 Interest - 2017 CO Proceeds - 1,404.82 - 209.33 1,404.82 450-5110-98-02 Salaries 106,743.00 2,706.07 109,449.07 91,459.18 8,411.08 83.56 17,989.89 450-5115-98-02 Salaries-Overtime 3,004.00 3,004.00 914.44 47.94 30.44 2,089.56 450-5140-98-02 Salaries-Longevity Pay 60.00 60.00 60.00 450-5145-98-02 Social Security Expense 6,664.00 6,664.00 5,569.68 516.91 83.58 1,094.32 43 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 450-5150-98-02 Medicare Expense 1,559.00 1,559.00 1,302.59 120.90 83.55 256.41 450-5155-98-02 SUTA Expense 342.00 342.00 252.94 73.96 89.06 450-5160-98-02 Health Insurance 12,200.00 12,200.00 5,484.82 458.00 44.96 6,715.18 450-5165-98-02 Dental Expense 865.00 865.00 339.03 32.82 39.19 525.97 450-5170-98-02 Life Ins/AD&D 184.00 184.00 180.29 18.76 97.98 3.71 450-5175-98-02 Liability (TML) Workers Comp 3,119.00 3,119.00 4,047.51 389.23 129.77 - 928.51 450-5180-98-02 TMRS Expense 14,431.00 14,431.00 12,173.56 1,138.58 84.36 2,257.44 450-5185-98-02 Long/Short Term Disability 192.00 192.00 162.03 15.84 84.39 29.97 450-5186-98-02 WELLE-Wellness Prog Reimb Empl 600.00 600.00 75.00 12.50 525.00 450-5210-98-02 Office Supplies 400.00 400.00 41.56 10.39 358.44 450-5220-98-02 Office Equipment 1,500.00 1,500.00 1,504.45 100.30 - 4.45 450-5230-98-02 Dues, Fees, & Subscriptions 4,600.00 4,600.00 310.29 6.75 4,289.71 450-5240-98-02 Postage and Delivery 49.15 - 49.15 450-5310-98-02 Rental Expense 2,500.00 - 2,500.00 450-5320-98-02 Repairs & Maiantenance 800.00 - 800.00 450-5340-98-02 Building Repairs 500.00 - 500.00 450-5350-98-02 Vehicle Expense 1,500.00 - 450.00 1,050.00 164.24 126.46 15.64 885.76 450-5352-98-02 Fuel 2,000.00 2,000.00 44.75 2.24 1,955.25 450-5353-98-02 Oil/Grease/Inspections 100.00 100.00 207.60 25.50 207.60 - 107.60 450-5400-98-02 Uniforms 1,500.00 1,500.00 450.88 30.06 1,049.12 450-5410-98-02 Professional Services-Storm Dr 2,500.00 2,500.00 1,000.00 40.00 1,500.00 450-5480-98-02 Contract Services 4,250.00 4,250.00 20.00 0.47 4,230.00 450-5520-98-02 Telephones 852.00 852.00 927.13 62.92 108.82 - 75.13 450-5526-98-02 Data Network 500.00 500.00 500.00 450-5530-98-02 Travel/Lodging/Meals Expense 1,050.00 1,050.00 225.00 225.00 21.43 825.00 450-5533-98-02 Mileage Expense 78.86 - 78.86 450-5536-98-02 Training/Seminars 2,130.00 2,130.00 326.61 15.33 1,803.39 450-5620-98-02 Toosl & Equipment 2,200.00 - 2,000.00 200.00 200.00 450-5630-98-02 Safety Equipment 1,700.00 1,700.00 109.99 6.47 1,590.01 450-5640-98-02 Signs & Hardware 600.00 600.00 600.00 450-5650-98-02 Maintenance Materials 4,000.00 4,000.00 185.73 4.64 3,814.27 450-6193-98-02 2012 CO Bond Payment 49,000.50 49,000.50 105,000.00 214.28 - 55,999.50 450-6200-98-02 Bond Issuance Cost 15,763.55 - 15,763.55 450-6205-98-02 2016 CO Bond Payment 92,148.00 - 47,148.00 45,000.00 45,000.00 100.00 450-6299-98-02 Bond Interest Expense 73,710.50 73,710.50 65,148.00 35,890.42 88.38 8,562.50 450-7100-98-02 Operating Transfer Out 79,640.00 79,640.00 - 79,640.00 450-7142-98-02 Transfer to W/S 75,563.00 - 75,563.00 450-7143-98-02 Transfer to Internal Serv. Fd 240.00 240.00 60.00 25.00 180.00 450-7144-98-02 Transfer to Capital Proj Fund 32,400.00 32,400.00 705,090.28 672,690.28 2,176.21 - 672,690.28 450-7147-98-02 Transfer to GF 18,366.00 18,366.00 16,835.50 1,530.50 91.67 1,530.50 560-4721-10-00 Prosper Christmas Donations - 12,000.00 - 12,000.00 - 13,706.16 114.22 1,706.16 560-4995-10-00 Transfer In 2,584.00 - 2,584.00 560-5202-10-00 Prosper Christmas Expense 40,000.00 40,000.00 27,476.40 5,350.00 68.69 7,173.60 44 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 570-4537-10-00 Court Technology Revenue - 9,000.00 - 9,000.00 - 7,958.11 - 679.36 88.42 - 1,041.89 570-4610-10-00 Interest - 25.18 - 4.60 25.18 570-4995-10-00 Transfer In 34.00 - 34.00 570-5203-10-00 Court Technology Expense 18,000.00 18,000.00 18,000.00 570-7144-10-00 Transfer Out 7.33 - 7.33 580-4536-10-00 Court Security Revenue - 7,000.00 - 7,000.00 - 5,968.58 - 509.52 85.27 - 1,031.42 580-4610-10-00 Interest - 114.54 - 13.80 114.54 580-5110-10-00 Salaries & Wages Payable 6,510.00 3,776.63 10,286.63 4,137.62 455.22 40.22 6,149.01 580-5145-10-00 Social Security Expense 404.00 404.00 256.54 28.23 63.50 147.46 580-5150-10-00 Medicare Expense 94.00 94.00 60.00 6.60 63.83 34.00 580-5155-10-00 SUTA expense 171.00 171.00 35.55 20.79 135.45 580-5175-10-00 Workers Comp 147.71 16.25 - 147.71 580-5204-10-00 Court Security Expense 1,000.00 6,872.00 7,872.00 7,893.23 86.39 100.27 - 21.23 580-5212-10-00 Building Supplies 6.99 - 6.99 580-7144-10-00 Transfer Out 136.00 - 136.00 590-4995-10-00 Transfer In - 1,147,847.39 - 262,500.00 1,147,847.39 590-7144-10-00 Transfer Out 45,096.55 45,096.55 46,072.56 102.16 - 976.01 610-4045-60-00 Park Dedication-Fees - 100,000.00 - 100,000.00 - 548,419.40 - 59,640.00 548.42 448,419.40 610-4610-60-00 Interest Income - 7,000.00 - 7,000.00 - 9,646.63 - 878.48 137.81 2,646.63 610-6610-60-00 Frontier North Field Imp 534,590.00 534,590.00 30,727.70 397,607.30 5.75 106,255.00 620-4055-60-00 Park Improvement - 100,000.00 - 100,000.00 - 245,336.74 - 37,500.00 245.34 145,336.74 620-4530-60-00 Contributions - 25,365.00 25,365.00 620-4610-60-00 Interest Income - 3,800.00 - 3,800.00 - 6,859.74 - 402.44 180.52 3,059.74 620-5430-60-00 Legal Fees - TPWD Grant 475.00 - 475.00 620-6610-60-00 Frontier North Field Imprvmnts 914,260.00 914,260.00 110,275.38 803,984.69 12.06 - 0.07 620-6610-60-00 Preston Lakes Playground 90,000.00 90,000.00 81,826.60 90.92 8,173.40 620-7100-60-00 Transfer Out 262,500.00 262,500.00 - 262,500.00 630-4015-50-00 Impact Fees - 3,200,000.00 - 3,200,000.00 - 3,082,054.00 - 375,860.00 96.31 - 117,946.00 630-4615-50-00 Interest - 29,700.00 - 29,700.00 - 27,255.39 - 2,324.96 91.77 - 2,444.61 630-5410-50-00 Impact Fee Study 13,457.00 13,457.00 13,456.69 100.00 0.31 630-5489-50-00 Developer Agreement TVG 975,000.00 975,000.00 1,353,097.20 138.78 - 378,097.20 630-5489-50-00 Developer Agrmt Prsp Prtnrs 195,000.00 195,000.00 195,000.00 630-5489-50-00 Developer Agreement Doe Crk 532,586.00 180,874.00 713,460.00 713,457.24 100.00 2.76 630-5489-50-00 Dev Bloomfield (Prsper Lakes) 251,000.00 251,000.00 50,700.00 20.20 200,300.00 630-6610-50-00 Prosper Trail EST 818,669.00 818,669.00 653,269.33 21,400.00 165,400.00 79.80 - 0.33 630-6610-50-00 Lower Pressure Plane Pump Sta. 1,726,000.00 - 1,726,000.00 630-6610-50-00 County Line Elevated Storage 337,500.00 228,200.00 565,700.00 7,333.38 6,146.96 317,916.62 1.30 240,450.00 630-6610-50-00 24 WL Conn. Cnty Line EST/DNT 70,775.00 759,075.00 829,850.00 29,926.74 17,589.38 767,073.26 3.61 32,850.00 630-6610-50-00 Custer Road Pump Station Expan 134,100.00 134,100.00 7,501.99 6,633.75 126,598.01 5.59 630-6610-50-00 42" Lovers Lane Trnsmn Line 925,590.00 925,590.00 892,472.19 243.41 4,845.64 96.42 28,272.17 630-7144-50-00 Transfer to Capital Proj Fund 11,334.98 - 11,334.98 640-4020-50-00 Impact Fees - 600,000.00 - 600,000.00 - 438,331.00 - 65,594.75 73.06 - 161,669.00 640-4620-50-00 Interest - 7,800.00 - 7,800.00 - 10,720.62 - 784.18 137.44 2,920.62 45 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 640-4905-50-00 Equity Fee - 98,000.00 - 25,500.00 98,000.00 640-5410-50-00 Impact Fee Study 22,541.00 22,541.00 22,541.03 100.00 - 0.03 640-5410-50-00 LaCima Impct Fee Reimburse 5,000.00 5,000.00 5,000.00 640-5489-50-00 Developer Agrmt TVG 170,750.00 170,750.00 151,921.79 88.97 18,828.21 640-5489-50-00 Developer Agrmt Propser Prtnrs 34,150.00 34,150.00 34,150.00 640-5489-50-00 Developer Agrmt Frontier Est. 71,300.00 71,300.00 10,928.00 15.33 60,372.00 640-5489-50-00 Brookhollow Dev Reimb 1,366.01 - 1,366.01 640-6610-50-00 Public Works Interceptor 1,070,124.00 1,070,124.00 758,687.56 234,780.54 139,210.95 70.90 172,225.49 640-6610-50-00 LaCima #2 Interceptor 465,000.00 - 245,000.00 220,000.00 220,000.00 660-4040-50-00 East Thoroughfare Impact Fees - 4,000,000.00 - 4,000,000.00 185,009.65 - 174,257.51 - 4.63 - 4,185,009.65 660-4610-50-00 Interest - 32,560.00 - 32,560.00 - 33,966.77 - 2,561.83 104.32 1,406.77 660-5410-50-00 Impact Fee Study 3,461.00 3,461.00 3,460.61 99.99 0.39 660-5489-50-00 Developer Agrmnt Lakes/LaCima 300,000.00 300,000.00 300,000.00 660-6410-50-00 Land Acq. First (DNT-Clmn) 350,000.00 350,000.00 193,883.17 55.40 156,116.83 660-6610-50-00 Frontier Pkwy BNSF Overpass 2,340,000.00 2,340,000.00 2,340,000.00 660-6610-50-00 Prosper Trail (Kroger to Coit) 3,000,000.00 3,000,000.00 3,000,000.00 660-6610-50-00 Custer Turn Lane @Prosper Tr 100,000.00 100,000.00 100,000.00 660-6610-50-00 Prosper Trail (Coit - Custer) 540,000.00 70,000.00 610,000.00 183,417.67 61,963.15 426,582.33 30.07 660-6610-50-00 Coit Road (First - Frontier) 770,000.00 - 70,000.00 700,000.00 300,032.40 48,536.40 389,867.60 42.86 10,100.00 660-7144-50-00 Transfer to Capital Proj Fund 55,422.50 55,422.50 92,116.50 166.21 - 36,694.00 670-4530-10-00 Police Donation Inc - 12,000.00 - 12,000.00 - 14,672.00 - 1,082.00 122.27 2,672.00 670-4531-10-00 Fire Donations - 8,400.00 - 8,400.00 - 12,394.00 - 1,113.00 147.55 3,994.00 670-4535-10-00 Child Safety Inc - 8,000.00 - 8,000.00 - 9,443.38 - 3,206.16 118.04 1,443.38 670-4538-10-00 Donations - ITTCC - 1,000.00 1,000.00 670-4550-10-00 LEOSE Revenue - 2,398.43 2,398.43 670-4610-10-00 Interest Income - 8,000.00 - 8,000.00 - 925.97 - 131.09 11.58 - 7,074.03 670-4916-10-00 Cash Seizure Forfeit-PD - 3,813.50 3,813.50 670-4995-10-00 Transfer In - 1,119.34 1,119.34 670-5201-10-00 LEOSE Expenditures 2,645.00 - 2,645.00 670-5205-10-00 Police Donation Exp 10,000.00 10,000.00 5,836.25 58.36 4,163.75 670-5206-10-00 Fire Dept Donation Exp 2,430.71 - 2,430.71 670-5208-10-00 Child Safety Expense 10,000.00 10,000.00 1,148.26 11.48 8,851.74 670-5212-10-00 Tree Mitigation Expense 14,000.00 14,000.00 14,000.00 670-5292-10-00 PD Seizure Expense 5,000.00 5,000.00 782.75 15.66 4,217.25 670-5293-10-00 ITTCC - Donations Expense 1,000.00 - 1,000.00 670-7144-10-00 Transfer Out 882,729.39 - 882,729.39 680-4041-50-00 W Thoroughfare Impact Fees - 1,200,000.00 - 1,200,000.00 - 3,301,820.33 - 197,096.00 275.15 2,101,820.33 680-4610-50-00 Interest - 12,870.00 - 12,870.00 - 4,040.02 - 482.92 31.39 - 8,829.98 680-5405-50-00 Cook Lane - Land Acquisition 3,275.00 - 3,275.00 680-5410-50-00 Impact Fee Study 3,461.00 3,461.00 3,460.61 99.99 0.39 680-5489-50-00 Developer Agrmnt TVG 500,000.00 500,000.00 500,000.00 680-5489-50-00 Development Agrmnt Parks/Legac 100,000.00 100,000.00 249,709.00 249.71 - 149,709.00 680-5489-50-00 TVG West Propser Rds Impact Fe 2,136,729.00 - 2,136,729.00 46 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 680-6110-50-00 First Street (DNT to Coleman) 98,200.00 98,200.00 98,200.00 100.00 680-6610-50-00 Cook Lane (First - End) 200,000.00 200,000.00 200,000.00 680-7144-50-00 Transfer to Capital Proj Fund 26,737.50 26,737.50 87,838.00 328.52 - 61,100.50 730-4610-10-00 Interest Income - 681.28 - 147.18 681.28 750-4530-10-00 Contributions - W Prosper Rd - 3,000,000.00 3,000,000.00 750-4610-10-00 Interest Income - 17,780.33 - 3,014.87 17,780.33 750-4611-10-00 Interest-2004 Bond - 2,000.00 - 2,000.00 - 1,900.60 - 184.88 95.03 - 99.40 750-4612-10-00 Interest-2006 Bond - 600.00 - 600.00 - 2,574.85 - 262.28 429.14 1,974.85 750-4613-10-00 Interest 2008 Bond - 7,500.00 - 7,500.00 - 644.26 - 72.59 8.59 - 6,855.74 750-4616-10-00 Interest 2012 GO Bond - 12,000.00 - 12,000.00 - 892.10 - 96.48 7.43 - 11,107.90 750-4618-10-00 Interest TXDOT Contributions - 16,061.12 - 3,177.45 16,061.12 750-4995-10-00 Transfer In - 1,665,000.00 - 3,359,600.00 - 5,024,600.00 - 19,936,059.82 - 1,305,332.00 396.77 14,911,459.82 750-4999-10-00 Bond Proceeds - 12,792,496.00 - 12,792,496.00 - 12,792,496.00 750-5405-10-00 Land Acq Svcs First St 3,750.88 14,000.00 - 17,750.88 750-5419-10-00 Windsong Ranch Fire Station 20,644.00 20,644.00 8,255.54 12,600.00 39.99 - 211.54 750-5419-10-00 Town Hall-Multipurpose Facilit 55,567.80 20,324.30 - 75,892.10 750-5419-10-00 Coleman-Prspr Trl to Prspr HS 22,662.00 22,662.00 8,560.00 8,560.00 15,031.25 37.77 - 929.25 750-5419-10-00 SH289 Median Lighting 6,590.00 6,590.00 6,590.40 - 0.40 750-5419-10-00 Seventh Street (Coleman-PISD) 200.00 200.00 200.00 100.00 750-5419-10-00 Prosper Trail (Kroger to Coit) 84,610.00 84,610.00 60,029.50 32,530.00 70.95 - 7,949.50 750-5419-10-00 First Street (DNT to Coleman) 174,412.00 174,412.00 26,262.50 148,148.99 15.06 0.51 750-5430-10-00 Legal Fees-First St (DNT-Clmn) 62,550.00 62,550.00 11,991.62 399.00 19.17 50,558.38 750-6160-10-00 Windsong FS Apparatus 340,002.00 340,002.00 83,182.94 262,981.50 24.47 - 6,162.44 750-6610-10-00 Windsong Ranch Fire Station 166,581.00 166,581.00 248,193.13 34,044.33 148.99 - 115,656.46 750-6610-10-00 Town Hall-Multipurpose Facil. 1,450,000.00 245,313.00 1,695,313.00 425,006.06 23,360.00 194,478.61 25.07 1,075,828.33 750-6610-10-00 Coleman-Prspr Trl to Prspr HS 23,500.00 23,500.00 20,892.00 8,796.99 88.90 - 6,188.99 750-6610-10-00 Decorative Monument Signs 5,542.72 - 5,542.72 750-6610-10-00 Downtown Enhancements 1,850,000.00 1,850,000.00 61,520.00 34,780.00 3.33 1,753,700.00 750-6610-10-00 West Prosper Rd Improvements 6,691,786.00 6,691,786.00 1,524,541.57 659,080.78 5,167,244.14 22.78 0.29 750-6610-10-00 Prosper Trail (Kroger to Coit) 975,000.00 975,000.00 975,000.00 750-6610-10-00 Old Town Streets 1,000,000.00 1,000,000.00 1,000,000.00 750-6610-10-00 Town Hall Infrastructure Imprv 1,275,000.00 32,800.00 1,307,800.00 576,328.44 143,742.00 698,671.56 44.07 32,800.00 750-6610-10-00 Town Hall Construction 10,000,000.00 1,176,691.00 11,176,691.00 7,525,522.49 724,286.91 12,078,668.51 67.33 - 8,427,500.00 750-6610-10-00 Frontier Park North 9,526,225.00 9,526,225.00 6,587,190.98 751,168.51 2,978,533.88 69.15 - 39,499.86 750-6610-10-00 Fishtrap Rd-Artesia to Custer 1,262,277.00 1,262,277.00 32,668.24 2.59 1,229,608.76 750-6610-10-00 First St-Townlake to Custer 670,000.00 - 670,000.00 750-6610-10-00 Church St-First to PISD 595,060.00 595,060.00 595,060.00 100.00 750-6610-10-00 Main Street (First-Broadway) 625,000.00 625,000.00 156,275.00 25,700.00 442,067.40 25.00 26,657.60 750-6610-10-00 Eighth Street (Church-PISD) 260,000.00 260,000.00 260,000.00 750-6610-10-00 Field Street (First-Broadway) 250,000.00 250,000.00 250,000.00 750-6610-10-00 Parvin Road (Good Hope-FM1385) 270,000.00 270,000.00 270,000.00 750-6610-10-00 Pasewark (Preston-Hickory) 400,000.00 400,000.00 400,000.00 750-6610-10-00 Parvin St (Broadway-Eighth) 515,000.00 515,000.00 222,867.25 222,867.25 166,112.25 43.28 126,020.50 47 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 750-6610-10-00 Sixth Street (Coleman-Church) 430,000.00 430,000.00 16,350.00 16,350.00 235,948.00 3.80 177,702.00 750-6610-10-00 Third Street (Church-Lane) 320,000.00 320,000.00 232,764.50 87,235.50 750-6610-10-00 Town Hall FFE 1,750.00 - 1,750.00 750-6610-10-00 Acacia Parkway 1,022,782.00 1,022,782.00 1,022,782.00 750-7147-10-00 Transfer to GF 45,000.00 45,000.00 45,000.00 100.00 760-4610-10-00 Interest Income - 37,200.00 - 37,200.00 - 17,706.40 - 1,572.61 47.60 - 19,493.60 760-4996-10-00 Transfers In - 763,665.26 - 672,690.28 763,665.26 760-4999-10-00 Bond Proceeds - 11,138,450.00 - 11,138,450.00 - 11,138,450.00 760-5419-10-00 Prosper Trail EST 34,930.00 34,930.00 25,280.16 9,650.00 72.37 - 0.16 760-5419-10-00 Lower Pressure Pln 42" Trns Ln 7,397.63 39,286.39 - 46,684.02 760-5430-10-00 Legal Fees Old Town Drainage 6,095.63 1,254.00 - 6,095.63 760-6610-10-00 Lower Pressure Pln 42" Trns Ln 22,960,919.00 22,960,919.00 22,960,919.00 760-6610-10-00 BNSF Railroad PRV's 115,096.00 115,096.00 118,997.00 22.25 103.39 - 3,923.25 760-6610-10-00 Hawk Ridge Drainage Improv 154,219.00 - 154,219.00 760-6610-10-00 Old Town Drainage 500,000.00 500,000.00 4,380.00 27,100.00 0.88 468,520.00 760-6610-10-00 Coleman Rd Drainage 282,500.00 282,500.00 3,350.00 279,150.00 760-6610-10-00 Old Town Drainage Land Acq 750,000.00 750,000.00 3,330.00 10,000.00 0.44 736,670.00 760-6610-10-00 Old Town Drainage Trunk Main 600,000.00 600,000.00 532,547.00 67,453.00 88.76 760-6610-10-00 Amberwood Farms 32,000.00 32,000.00 32,000.00 760-6610-10-00 Old Town Drng-First & Main 800,000.00 800,000.00 441,176.60 48,383.30 239,838.30 55.15 118,985.10 760-6610-10-00 Old Town Regional Retention 750,000.00 750,000.00 750,000.00 770-4610-10-00 Interest Income - 14,257.84 - 1,715.19 14,257.84 770-7144-10-00 Transfer to Capital Projects 265,252.91 265,252.91 1,887,247.92 711.49 - 1,621,995.01 771-4610-10-00 Interest Income - 49,658.22 - 3,247.44 49,658.22 771-4995-10-00 Transfer In - 79,640.00 - 79,640.00 79,640.00 771-6120-10-00 Non-Bond Capital Expenditures - 7,174.23 7,174.23 771-7144-10-00 Transfer to Capital Projects 58,687.01 58,687.01 3,274,242.03 5,579.16 - 3,215,555.02 772-4610-10-00 Interest Income - 5,680.70 - 5,680.70 5,680.70 772-4998-10-00 Other Sources - Debt Issuance - 10,575,000.00 10,575,000.00 772-4999-10-00 Bond Proceeds - 1,155,110.35 1,155,110.35 772-6200-10-00 Bond Issuance Cost 168,427.85 - 168,427.85 772-7144-10-00 Transfer to Capital Projects 7,169,966.29 - 7,169,966.29 780-4610-10-00 Interest Income - 8,227.32 - 989.95 8,227.32 780-7144-10-00 Transfer to Capital Projects 12,086.59 12,086.59 771,794.38 6,385.54 - 759,707.79 781-4610-10-00 Interest Income - 9,230.48 - 124.25 9,230.48 781-6120-10-00 Non-Bond Capital Expenditures - 21,999.95 21,999.95 781-7144-10-00 Transfer to Capital Projects 718,774.94 718,774.94 3,016,992.01 419.74 - 2,298,217.07 800-4120-65-00 Sales Taxes - 1,400,000.00 - 1,400,000.00 - 1,566,533.28 - 167,660.10 111.90 166,533.28 800-4610-65-00 Interest Income - 21,000.00 - 21,000.00 - 33,271.09 - 4,780.14 158.43 12,271.09 800-5110-65-00 Salaries & Wages 240,000.00 - 50,900.00 189,100.00 46,037.57 16,006.37 24.35 143,062.43 800-5115-65-00 Salaries - Overtime 500.00 500.00 500.00 800-5140-65-00 Salaries - Longevity Pay 645.00 645.00 645.00 800-5142-65-00 Car Allowance 6,000.00 6,000.00 900.00 900.00 15.00 5,100.00 48 Account Description Current Current Currrent Current Current Encumbrances Percent YTD Current Year Year Year YTD Month %Remaining Adopted Budget Amendments Amended Budget Actual Actual Budget 800-5143-65-00 Cell Phone Allowance 3,300.00 3,300.00 125.00 125.00 3.79 3,175.00 800-5145-65-00 Social Security Expense 15,500.00 15,500.00 2,699.87 986.37 17.42 12,800.13 800-5150-65-00 Medicare Expense 3,600.00 3,600.00 631.43 230.69 17.54 2,968.57 800-5155-65-00 SUTA Expense 650.00 650.00 225.98 34.77 424.02 800-5160-65-00 Health/Dental Insurance 20,000.00 20,000.00 6,380.86 1,186.46 31.90 13,619.14 800-5165-65-00 Dental Insurance 1,300.00 1,300.00 389.52 64.92 29.96 910.48 800-5170-65-00 Life Insurance 500.00 500.00 98.68 10.88 19.74 401.32 800-5175-65-00 Liability (TML)/Workers' Comp 550.00 550.00 46.92 16.90 8.53 503.08 800-5180-65-00 TMRS Expense 31,000.00 31,000.00 6,249.88 2,292.43 20.16 24,750.12 800-5185-65-00 Long/Short Term Disability 500.00 500.00 84.65 30.40 16.93 415.35 800-5186-65-00 WELLE-Wellness Prog Reimb-Empl 1,800.00 1,800.00 1,800.00 800-5189-65-00 Administrative Fees 15,000.00 15,000.00 13,750.00 1,250.00 91.67 1,250.00 800-5210-65-00 Office Supplies 2,500.00 2,500.00 613.23 281.01 24.53 1,886.77 800-5212-65-00 Building Supplies 500.00 500.00 65.90 13.18 434.10 800-5220-65-00 Office Equipment 2,500.00 20,000.00 22,500.00 16,221.79 5,596.53 72.10 6,278.21 800-5230-65-00 Dues,Fees,& Subscriptions 7,200.00 20,000.00 27,200.00 24,798.08 39.00 91.17 2,401.92 800-5240-65-00 Postage and Delivery 1,000.00 1,000.00 332.65 33.27 667.35 800-5265-65-00 Promotional Expense 45,000.00 45,000.00 11,561.76 177.76 25.69 33,438.24 800-5280-65-00 Printing and Reproduction 2,500.00 2,900.00 5,400.00 5,340.13 98.89 59.87 800-5310-65-00 Rental Expense 47,500.00 7,000.00 54,500.00 50,362.63 4,070.30 92.41 4,137.37 Page 1 of 1 To: Mayor and Town Council From: Kelly Neal, Finance Director Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – October 10, 2017 Agenda Item: Consider and act upon appointing a Special Purpose District Committee. Description of Agenda Item: The Town Council has directed Town staff to initiate a Special Purpose District Committee to discuss and review possible options on the sales tax relief in its current form to a Fire and Crime Control and Prevention District. The Town has hired a consultant to prepare a report on existing annual taxable sales and estimating sales taxes that could be collected by a fire and crime district. Such report will be presented to the Committee in helping to provide a recommendation to Council of such available options. The committee will need to present their recommendation to Council in November 2017. Staff presented a timeline to Council at the September 12, 2017, Council meeting of past and future events/milestones. Town Staff Recommendation: Town staff recommends the Town Council appoint seven individuals to the Special Purpose District Committee. Proposed Motion: I move to appoint Curry Vogelsang, Jr., as Chairman of the Special Purpose District Committee, and the following individuals as committee members: 1.Curry Vogelsang, Jr. 2.Chris Kern 3.Kenneth Sequin 4.David Bristol 5.Bob Goldman 6.Sarah Peterson 7.Jason Reynolds 8.Irene Peterson Prosper is a place where everyone matters. FINANCE Item 5c Page 1 of 2 To: Mayor and Town Council From: Dudley Raymond, RLA, Director of Parks and Recreation Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – October 10, 2017 Agenda Item: Consider and act upon an amendment to Resolution No. 17-69 regarding the application to the Texas Parks & Wildlife Department Outdoor Recreation Grant for the development of the Whitley Place Trail Extension Project. Description of Agenda Item: Texas Parks and Wildlife had originally approved the wording of the resolution approved September 12, 2017, by Town Council. Texas Parks and Wildlife later discovered an omission in the wording in the resolution, and asked the Town to amend the resolution to include the addition of Cockrell Park and the 17.1-acre Cockrell Park addition (Patin Property) to the resolution. Section 4 states the following: The Applicant, hereby specifically authorizes the Town Manager to make application to the Department concerning the site known as Whitley Place Park and Cockrell Park (Cockrell Park includes 17.1 acres of newly acquired land) in the Town of Prosper for use as a park site and is hereby dedicated (or will be dedicated upon completion of the proposed acquisition) for public park and recreation purposes in perpetuity (or for lease of the term, if legal control is through a lease). Projects funded with federal monies may have differing requirements. 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. Amended Resolution Town Staff Recommendation: Town staff recommends that the Town Council approve an amendment to Resolution No. 17-69 regarding the application to the Texas Parks & Wildlife Department Outdoor Recreation Grant for the development of the Whitley Place Trail Extension Project. Proposed Motion: PARKS & RECREATION Prosper is a place where everyone matters. Item 5d Page 2 of 2 I move to approve an amendment to Resolution No. 17-69 regarding the application to the Texas Parks & Wildlife Department Outdoor Recreation Grant for the development of the Whitley Place Trail Extension Project. Item 5d TOWN OF PROSPER, TEXAS RESOLUTION NO. 17-__ A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS AS HEREINAFTER REFERRED TO AS “APPLICANT,” DESIGNATING CERTAIN OFFICIALS AS BEING RESPONSIBLE FOR, ACTING FOR, AND ON BEHALF OF THE APPLICANT IN DEALING WITH THE TEXAS PARKS & WILDLIFE DEPARTMENT, HEREINAFTER REFERRED TO AS “DEPARTMENT,” FOR THE PURPOSE OF PARTICIPATING IN THE LOCAL PARK GRANT PROGRAM, HEREINAFTER REFERRED TO AS THE “PROGRAM;” CERTIFYING THAT THE APPLICANT IS ELIGIBLE TO RECEIVE PROGRAM ASSISTANCE, CERTIFYING THAT THE APPLICANT MATCHING SHARE IS READILY AVAILABLE, AND DEDICATING THE PROPOSED SITE FOR PERMANENT (OR FOR THE TERM OF THE LEASE FOR LEASED PROPERTY) PUBLIC PARK AND RECREATIONAL USES. WHEREAS, the Applicant is fully eligible to receive assistance under the program; and WHEREAS, the Applicant is desirous of authorizing an official to represent and act for the Applicant in dealing with the Department concerning the Program. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 The Applicant hereby certifies that they are eligible to receive assistance under the Program, and that notice of application has been posted according to local public hearing requirements. SECTION 2 The Applicant hereby certifies that the matching share for this application is readily available at this time. SECTION 3 The Applicant hereby authorizes and directs the Town Manager to act for the Applicant in dealing with the Department for the purposes of the Program, and that the Town Manager is hereby officially designated as the Town representative in this regard. SECTION 4 The Applicant, hereby specifically authorizes the Town Manager to make application to the Department concerning the site known as Whitley Place Park and Cockrell Park (Cockrell Park includes 17.1 acres of newly acquired land) in the Town of Prosper for use as a park site and is hereby dedicated (or will be dedicated upon completion of the proposed acquisition) for public park and recreation purposes in perpetuity (or for lease of the term, if legal control is through a lease). Projects funded with federal monies may have differing requirements. Item 5d Resolution No. 17-__, Page 2 SECTION 5 This Resolution shall take effect and be in full force from and after its passage, 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 10TH DAY OF OCTOBER 2017. APPROVED: _______________________________ Ray Smith, Mayor ATTEST: ________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: ________________________________ Terrence S. Welch, Town Attorney Item 5d Page 1 of 2 To: Mayor and Town Council From: Alex Glushko, AICP, Senior Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – October 10, 2017 Agenda Item: Consider and act upon authorizing the Town Manager to execute an Interlocal Agreement for Geographic Information System (GIS) services between the Town of Prosper and the City of Frisco. Description of Agenda Item: Since 2003, the Town of Prosper has contracted with the City of Frisco for the provision of GIS services to the Town. The current Interlocal Agreement (ILA) with Frisco expired at the end of September 2017. Frisco informed the Town that they are migrating away from the platform that supports our on- line mapping system, “P-Maps,” since the current Microsoft “Silverlight” application is not supported on smart devices and several browsers. Town staff considered working with Frisco or private firms which specialize in GIS asset management to provide on-line GIS services, and determined that Frisco is the best option to provide the on-line GIS services at this time. The Town Council approved a supplemental budget request allowing Frisco to construct and maintain a public-facing on-line GIS map service, as well as an internal on-line GIS map service containing sensitive GIS data, to prevent a gap in service. In addition, Frisco will continue to manage our data, provide support, and produce maps, as they have done in the past. The attached ILA with Frisco provides existing GIS services through September 30, 2018. A Statement of Work is attached to the ILA. Local governments are authorized by the Interlocal Cooperation Act, V.T.C.A. Government Code, Chapter 791, to enter into joint contracts and agreements for the performance of governmental functions and services, including administrative functions normally associated with the operation of government. Frisco is tentatively scheduled to consider this ILA at their Regular City Council meeting on October 17, 2017. Prosper is a place where everyone matters. PLANNING Item 5e Page 2 of 2 Budget Impact: Approval of this agreement obligates the Town to pay Frisco $75,182 divided into four equal quarterly payments for the provision of GIS services. In FY 2016-2017 the cost of GIS services was $55,182; therefore, this agreement reflects a $20,000 cost increase of services necessary to construct and maintain external and internal facing on-line GIS services. This amount was approved by Council with adoption of the FY 2017-2018 budget. Legal Obligations and Review: The ILA was previously prepared by the City of Frisco; Terrence Welch of Brown & Hofmeister, L.L.P., has previously approved the ILA as to form and legality. Attached Documents: 1. Interlocal agreement 2.Statement of work Town Staff Recommendation: Town staff recommends that the Town Council authorize the Town Manager to execute an Interlocal Agreement for GIS services between the Town of Prosper and the City of Frisco. Proposed Motion: I move to authorize the Town Manager to execute an Interlocal Agreement for Geographic Information System (GIS) Services between the Town of Prosper and the City of Frisco. Item 5e INTERLOCAL AGREEMENT BY AND BETWEEN THE CITY OF FRISCO, TEXAS AND THE TOWN OF PROSPER, TEXAS (Geographic Information Systems Services) THIS AGREEMENT (the “Agreement”), made and entered into this _____ day of October, 2017, by and between the CITY OF FRISCO, TEXAS (“Frisco”), a municipal corporation, and the TOWN OF PROSPER (“Prosper”), a municipal corporation. WHEREAS, Frisco has investigated and determined that it would be advantageous and beneficial to Frisco and its citizens to provide Geographic Information System (“GIS”) services to Prosper; and WHEREAS, Prosper has investigated and determined that it would be beneficial to Prosper and its citizens to employ Frisco for the purpose of providing GIS services for Prosper; and WHEREAS, Prosper has investigated and determined that GIS services will be used to develop and maintain a database and materials that will be beneficial in attracting future economic development to Prosper; and WHEREAS, Prosper has investigated and determined that Frisco has adequate personnel and equipment to provide the necessary GIS services; and WHEREAS, Prosper has investigated and determined that obtaining GIS services from Frisco, as set forth below, will be the most efficient use of funds for GIS services; and WHEREAS, the Interlocal Cooperation Act, Chapter 791 of the Texas Government Code (the “Act”), provides the authority to political subdivisions for contracts by and between each other to facilitate the governmental functions and services of said political subdivisions under the terms of the Act. NOW, THEREFORE, in consideration of the covenants and conditions contained in this Agreement, Frisco and Prosper agree as follows: 1.Obligations of Prosper. Prosper will provide to Frisco the materials included in the Statement of Work, attached hereto as Exhibit “A” and incorporated herein for all purposes, in accordance with the project schedule included in Exhibit “A”. 2.Obligations of Frisco. A.Frisco will provide the GIS services outlined in Exhibit “A” in accordance with the project schedule included in Exhibit “A”. B.The electronic data created by Frisco as outlined in Exhibit “A” will be the property of Prosper and Frisco and shall be provided to Prosper periodically upon written request and/or upon termination of this agreement. Item 5e 3. Compensation. Prosper shall pay to Frisco $75,182.00 as compensation for the GIS services provided to Prosper in accordance with this Agreement. The compensation shall be divided into four (4) quarterly equal payments. 4. Term/Termination. The term of this Agreement shall commence on the date established above and shall continue in effect until September 30, 2018. It is the intent of both parties to extend this agreement through the 2018-2019 fiscal year. At the time of execution of this agreement, the statement of work for Fiscal Year 2018-2019 had not been determined, nor had the compensation for such work been calculated. Prior to the termination of this agreement, the parties shall complete the determination of the Fiscal Year 2018-2019 statement of work and the compensation calculations for such work and negotiate an extension to this agreement to September 30, 2019. Similar extensions shall be negotiated near the termination of each fiscal year until such time as either party desires to terminate the agreement. 5. Notice. Any notice required or permitted to be delivered hereunder shall be deemed to be delivered, whether or not actually received, when deposited in the United States Mail, postage pre-paid, certified mail, return receipt requested, addressed to either party, as the case may be, at the addresses contained below: City: City of Frisco Attn: City Manager 6101 Frisco Square Blvd Frisco, Texas 75034 Town: Town of Prosper Attn: Town Manager P.O. Box 307 Prosper, TX 75078 6. Miscellaneous. A. Assignment. This Agreement is not assignable without the prior written consent of the Parties. B. Entire Agreement. This Agreement contains the entire agreement of the parties with respect to the matters contained herein and may not be modified or terminated except upon the provisions hereof or by the mutual written agreement of the parties hereto. C. Venue. This Agreement shall be construed in accordance with the laws of the State of Texas and shall be performable in Collin County, Texas. Item 5e D. Consideration. This Agreement is executed by the parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is forever confessed. E. Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. F. Authority to Execute. The individuals executing this Agreement on behalf of the respective parties below represent to each other and to others that all appropriate and necessary action has been taken to authorize the individual who is executing this Agreement to do so for and on behalf of the party for which his or her signature appears, that there are no other parties or entities required to execute this Agreement in order for the same to be an authorized and binding agreement on the party for whom the individual is signing this Agreement and that each individual affixing his or her signature hereto is authorized to do so, and such authorization is valid and effective on the date hereof. G. Savings/Severability. In case any 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 thereof, and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. H. Representations. Each signatory represents this Agreement has been read by the party for which this Agreement is executed and that such party has had an opportunity to confer with its counsel. I. Miscellaneous Drafting Provisions. This Agreement shall be deemed drafted equally by all parties hereto. The language of all parts of this Agreement shall be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any party shall not apply. Headings in this Agreement are for the convenience of the parties and are not intended to be used in construing this document. J. Pursuit of a Governmental Function. Both Frisco and Prosper have determined by their execution of this Agreement that this Agreement and the obligations of the parties contained herein are in discharge of a governmental function as set forth in the Interlocal Cooperation, Chapter 791, Texas Government Code, and the participation by either party in the terms of this Agreement shall not make such party an agent or representative of the other party. K. Sovereign Immunity. The parties agree that neither Frisco nor Prosper has waived its sovereign immunity by entering into and performing their respective obligations under this Agreement. L. Binding Agreement. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective successors and assigns. No third party shall have any rights herein. Item 5e IN WITNESS WHEREOF, the parties have executed this Agreement and caused this Agreement to be effective on the latest date as reflected by the signatures below. THE CITY OF FRISCO, TEXAS By: ________________________ Date: ___________ Name: ______________________ Title: _______________________ THE TOWN OF PROSPER By: ________________________ Date: ___________ Name:______________________ Title: _______________________ Item 5e STATE OF TEXAS § § COUNTY OF COLLIN § BEFORE ME, the undersigned authority, on this day personally appeared ____________________________ known to me to be one of the persons whose names are subscribed to the foregoing instrument; he/she acknowledged to me he/she is the duly authorized representative for the TOWN OF PROSPER, TEXAS, and he/she executed said instrument for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____ day of __________, 2015. _______________________________________ Notary Public in and for the State of Texas My Commission Expires: _______________________________________ STATE OF TEXAS § § COUNTY OF COLLIN § BEFORE ME, the undersigned authority, on this day personally appeared _________________________, known to me to be one of the persons whose names are subscribed to the foregoing instrument; he/she acknowledged to me he/she is the duly authorized representative for the CITY OF FRISCO, TEXAS, and he/she executed said instrument for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____day of ___________, 2017. _______________________________________ Notary Public in and for the State of Texas My Commission Expires: _______________________________________ Item 5e Page 1 EXHIBIT A Statement of Work GIS Services for Town of Prosper City of Frisco, GIS FY18 Introduction This Statement of Work sets forth requirements of the City of Frisco (Frisco) to provide GIS Services to the Town of Prosper (Prosper) for the implementation of work, including the maintenance of GIS Layers, maintenance of GIS User Interface, Mapping Services, and third-party cooperatives. Work To Be Performed Create/Maintain GIS Layers Prosper has requested the following data layers/groups be created and/or maintained: 1. Abandoned Sanitary Sewer* 2. Abandoned Water* 3. Abstracts† 4. Address Grid† 5. Address Points 6. Annexation 7. Annexation Agreements 8. Bridges* 9. Contours† 10. County Lines† 11. Current Aerials† 12. Current Land Use† 13. Developer Agreements 14. Franchise Electric Providers*† 15. Elevation Models† 16. ETJ 17. FEMA† 18. Fire Map Book Grid† 19. Future Land Use Plan† 20. Franchise Natural Gas Providers*† 21. Hike & Bike Trails 22. Historical Aerials† 23. Hunting Layer 24. Limited Purpose Annexations 25. Parcel 26. Parks 27. Ponds & Lakes 28. Pre-Construction Parcels* 29. Pre-Construction Roads* 30. Public Facilities 31. Roads 32. Sanitary Sewer* 33. School Districts† 34. Schools 35. Sex Offender Free Zones 36. Special Districts 37. Storm* 38. Streams† 39. Subdivision 40. Thoroughfare Plan† 41. Town Limits 42. Warning Sirens 43. Wastewater CIP† 44. Water CIP† 45. Water* 46. Wet/Dry Alcohol Sales 47. Zip Codes 48. Zoning *Denotes sensitive layer that will not be available for public viewing †Denotes sourced data not maintained by Frisco Item 5e Page 2 In order to maintain the layers, Prosper will provide Frisco with: 1. Approved Final Plats, Re-plats, Conveyance Plats, Amending Plats and Site Plans in both PDF and AutoCAD formats; 2. PDF and AutoCAD (verified to be inclusive of all relevant data) construction documents and as built drawings; 3. Zoning and Specific Use Permit legal description boundaries and/or adopted ordinances, with an average of three (3) per month; and 4. Annexation legal description boundaries and/or adopted ordinances, with an average of two (2) per month. Create/Maintain Web-based Applications Frisco will create and maintain two (2) online mapping applications; one (1) for internal/staff access and use only, which will contain the noted sensitive layers, and one (1) for external/public access and use, which will not contain the noted sensitive layers. The existing pMaps application will be sunsetted by the end of FY2018. An initial mapping template structure and format for the applications will be created by Prosper and subsequently constructed and maintained to the extent possible by Frisco. Map construction will not exceed 240 hours, with an average maintenance not to exceed 10 hours per month. With the exception of the Parcel layer, no layer will exceed five (5) attributes, which will be determined prior to map construction. Prosper may provide Frisco up to ten (10) layers to be uploaded to the interactive maps, provide the layers are created and maintained by Prosper. Mapping Services Prosper has requested up to one hundred and twenty (120) total printed standard maps during the fiscal year in digital (PDF) format. The list of standard the following maps is as follows: 1. Aerials 2. Annexation Maps 3. Developer Agreement Maps 4. Fire Map Book (PDF) 5. Hunting Maps 6. Major Land Holdings 7. Sex Offender Maps 8. Street/Subdivision Maps 9. Wet/Dry Maps 10. Zoning Maps Prosper has requested “on demand” mapping services to be provided as needed. The mapping services will not exceed and average of 8 hours per month. Inter-agency Cooperatives Frisco will work with the following governmental agencies on Prosper’s behalf to support GIS efforts: Collin County, Denton County, Collin Central Appraisal District (CCAD), Denton Central Item 5e Page 3 Appraisal District (DCAD), the US Census Bureau, and the North Central Texas Council of Governments (NCTCOG). Non-governmental Cooperatives Frisco will work with the following entities supporting Prosper’s GIS efforts: NewEdge Services and Esri. No other entities or integrations will be taken on as part of this Statement of Work. Frisco will work with Esri to build all GIS interfaces and hosting data and web services and applications. Frisco will provide data exports of all requested GIS layers on a monthly basis for use by Town Staff and New Edge Services for Cityworks integration. Frisco will provide monthly taxroll information to Superion for TRAKiT consumption. Frisco will engage RAMTeCH Corporation for a continuation of the current data conversion contract. Prosper will provide Frisco as built drawings, in both PDF and AutoCAD formats (verified to include all relevant data), along with any GPS data collected, to be converted by RAMTeCH within 2 weeks of receipt by Prosper. To maintain efficiencies, Frisco will be sending these plans to RAMTeCH in bulk deliveries upon receipt of at least 6 plans or every 3 months whichever occurs first. Item 5e Page 1 of 2 To: Mayor and Town Council From: Dan Heischman, P.E., Senior Engineer Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – October 10, 2017 Agenda Item: Consider and act upon an ordinance adopting Section 6.00, “Drainage System Design Requirements,” of the Town’s Engineering Design Manual; and repealing existing Division 3, “Drainage and Flood Control,” of Article 3.13, “Floods and Drainage,” of Chapter 3, “Building Regulations,” of the Code of Ordinances of the Town of Prosper, Texas. Description of Agenda Item: Goal Four of the Town Council’s Major Initiatives, “Provide Efficient and Effective Roads and Infrastructure,” lists “Present Drainage Standards for Adoption.” Staff reviewed current policies regarding drainage and developed a new set of Drainage Design Standards to be used in the design and construction of infrastructure within the Town and its Extra-Territorial Jurisdiction (ETJ). The proposed Design System Design Requirements were presented to Council as part of a Public Hearing on May 9, 2017. Based on Council input and direction, staff revised the proposed Detention/Retention requirements and presented modifications for discussion on September 26, 2017. The standards have now been revised to include the requirement that the Town Council shall approve the use of a dry detention pond. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the ordinance as to form and legality. Attached Documents: 1. Ordinance 2.Section 6 – Drainage System Design Requirements Town Staff Recommendation: Town staff recommends that the Town Council approve an ordinance adopting Section 6.00 “Drainage System Design Requirements” of the Engineering Design Manual; and repealing existing Division 3, “Drainage and Flood Control,” of Article 3.13, “Floods and Drainage,” of Chapter 3, “Building Regulations,” of the Code of Ordinances of the Town of Prosper, Texas. Prosper is a place where everyone matters. ENGINEERING Item 5f Page 2 of 2 Proposed Motion: I move to approve an ordinance adopting Section 6.00 “Drainage System Design Requirements” of the Engineering Design Manual; and repealing existing Division 3, “Drainage and Flood Control,” of Article 3.13, “Floods and Drainage,” of Chapter 3, “Building Regulations,” of the Code of Ordinances of the Town of Prosper, Texas. Item 5f TOWN OF PROSPER, TEXAS ORDINANCE NO. 17-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ADOPTING A NEW SECTION 6.00, “DRAINAGE SYSTEM DESIGN REQUIREMENTS,” OF THE TOWN’S ENGINEERING DESIGN MANUAL; REPEALING EXISTING DIVISION 3, “DRAINAGE AND FLOOD CONTROL,” OF ARTICLE 3.13, “FLOODS AND DRAINAGE,” OF CHAPTER 3, “BUILDING REGULATIONS,” OF THE CODE OF ORDINANCES OF THE TOWN OF PROSPER, TEXAS; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town of Prosper, Texas (“Town”), is a home-rule municipal corporation duly organized under the laws of the State of Texas; and WHEREAS, the Town Council of the Town has determined that it will be beneficial and advantageous to the Town and its residents to amend its existing drainage regulations, 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. SECTION 2 From and after the effective date of this Ordinance, the Town hereby adopts a new Section 6.00, “Drainage System Design Requirements,” to the Town’s Engineering Design Manual. A copy of said new Section 6.00 is attached hereto as Exhibit A, and incorporated by reference. SECTION 3 Existing Division 3, “Drainage and Flood Control,” of Article 3.13, “Floods and Drainage,” of Chapter 3, “Building Regulations,” of the Code of Ordinances is hereby repealed in its entirety and replaced as follows: “ARTICLE 3.13 FLOODS AND DRAINAGE * * * Division 3. Reserved” Item 5f Ordinance No. 17-__, Page 2 SECTION 4 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 5 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 of 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. SECTION 6 Any person, firm or corporation violating any of the provisions or terms of this Ordinance shall be deemed guilty of a misdemeanor and, upon conviction, shall be punished by fine not to exceed the sum of five hundred dollars ($500.00) for each offense. SECTION 7 This Ordinance shall become effective after its passage and publication, as required by law. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 10th DAY OF OCTOBER, 2017. APPROVED: ___________________________________ Ray Smith, Mayor ATTEST: ____________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _____________________________________ Terrence S. Welch, Town Attorney Item 5f      ENGINEERING DESIGNS STANDARDS  SECTION 6 – DRAINAGE SYSTEM DESIGN REQUIREMENTS Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 2 6.01. General The purpose of the Town of Prosper's drainage design standards is to provide for the safety and welfare of the general public, protect and improve water quality, protect aquatic resources, and mitigate flood and erosion related damages to private and public property including lakes and streams within the community while allowing economic development and growth within the Town and Extraterritorial Jurisdiction. This section provides guidelines for design of drainage facilities in the Town of Prosper. The procedures outlined herein shall be followed for all drainage design and review of plans submitted to the Town. It is the responsibility of the Engineer to provide all necessary calculations and designs described herein. The Engineer shall provide the Town the data, calculations, and designs necessary to demonstrate the design does not adversely impact the surrounding or downstream property and meet local, state, and federal rules, regulations, and requirements. Deviation from the requirements of these standards may be granted by the Deputy Director of Engineering Services. Additional guidelines and requirements for the design of drainage facilities in the Town of Prosper can be found online at www.prospertx.gov or by clicking the hyperlinks below.  Town of Prosper Subdivision Ordinance No. 17-41  Doe Branch Ordinance No. 15-51  Stormwater Management Program  Stormwater Ordinance No. 16-77 6.02. Estimating Stormwater Runoff The selection of which method to use for calculating runoff depends upon the size of drainage basin contributing runoff at a most downstream point of a project. Two methods are generally acceptable for use in the Town of Prosper for design of drainage facilities: The Rational Method and the Unit Hydrograph Method. The Rational Method is acceptable for drainage basins less than 200 acres while the Unit Hydrograph Method is required for larger drainage basins. Runoff computations shall be based upon fully developed watershed conditions in accordance with the Future Land Use Plan from the Town of Prosper’s Comprehensive Plan or existing zoning, whichever is greater. If an approved detention/retention facility is in operation, the design engineer may size downstream drainage facilities based on consideration of the detention effects of the facility if approved by the Deputy Director of Engineering Services. A. Rational Method The Rational Method should be used to estimate stormwater runoff peak flows from small drainage basins of less than 200 contributing acres. The Rational Method should not be used for storage design or any other application where a more detailed routing procedure is required. The Rational Formula estimates the peak rate of runoff at any location in a watershed as a function of the drainage area, runoff coefficient, and the mean rainfall intensity for a duration equal to the time of concentration, TC (the time required for water to flow from the most remote point of the basin to the location being analyzed). The Rational Formula is expressed as follows: Q = CIA where: Q = maximum rate of runoff (cfs) C = runoff coefficient (dimensionless) I = average rainfall intensity for a duration equal to the TC (In/hr) A = drainage area contributing to the design location (acres) Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 3 B. All runoff calculations shall be based upon a fully developed watershed. Larger coefficients shall be used if considered by the Deputy Director of Engineering Services to be appropriate to the project Runoff Coefficient (C). Runoff coefficients “C” shall be based on the Future Land Use Plan, which is included in the Town’s Comprehensive Plan. Runoff coefficients reflecting various land uses can be found in Table 6.1. Composite runoff coefficients based on the percentage of different types of surfaces or land uses in the drainage areas can be considered when overall developed land use does not necessarily match up with those shown in Table 6.1. Composites can be made with the values from Table 6.1 by using percentages of the different developed land uses. If a land use is not covered in Table 6.1, appropriate values may be considered from the latest NCTCOG iSWM Manual. A detailed analysis with calculations shall be provided when using composite runoff coefficients. TABLE 6.1 – Values for Runoff Coefficient Land Use (Zoning) Runoff Coefficient “C” Min. Inlet Time (minutes) “TC” Agricultural and Undeveloped Areas 0.30 20 Estate Style Residential (> 1 acre) 0.45 15 Low-Density Residential (> 1/2 acre) 0.55 15 Medium-Density Residential (≥ 1/4 acre) 0.60 15 High-Density Residential (< 1/4 acre) 0.65 15 Town Home 0.70 10 Multiple Family 0.85 10 Non-Residential Uses 0.85 10 Neighborhood Park* 0.55 15 Community Park* 0.85 15 Open Spaces and Common Areas 0.40 15 School 0.85 10 Thoroughfares 0.90 10 *coefficients for park areas are dependent on types of improvements including but not limited to parking lots, trails, playgrounds, and various structures. C. Time of Concentration Time of concentration (TC) is the time required for runoff to travel from the hydraulically most distant point in the watershed to the outlet. The hydraulically most distant point is the point with the longest travel time to the watershed outlet, and not necessarily the point with the longest flow distance to the outlet. The NRCS methodology (formerly SCS method) shall be used to determine time of concentration in the Town of Prosper. This method assumes that time of concentration is the sum of travel times for segments along the hydraulically most distant flow path. TC = Tt1 + Tt2 + Tt3 + ...+ Tn where: TC = time of concentration (min) Ttn = travel time of a segment n (min) n = number of segments comprising the total hydraulic length The segments used in for this method may be of three types: sheet flow, shallow concentrated flow, and open channel flow. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 4 1. Sheet Flow: The maximum allowable length for sheet flow is 100 feet. The Tt in minutes for sheet flow is determined using the following equation: ܶ௧ ൌ 0.42ሺ݊ܮሻ଴.଼ ሺܲଶ ሻ଴.ହܵ ଴.ସ Tt = travel time (min) n = Manning’s roughness coefficient (Table 6.2) L = flow length (ft) P2 = 2-year, 24-hour rainfall, 3.6 in S = slope of hydraulic grade line (land slope, ft/ft) Table 6.2 Sheet Flow ‘n’ Values (flow depth generally ≤ 0.1 ft) Surface Description n Smooth surfaces (concrete, asphalt, gravel, or bare soil) 0.011 Fallow (no residue) 0.05 Cultivated Soils:  Residue cover less than 20% 0.06  Residue cover greater than 20% 0.17 Grass:  Short Prairie Grass 0.15  Dense grasses1 0.24  Bermuda grass 0.41 Range (natural) 0.13 Woods:  Light underbrush 0.40  Dense underbrush 0.80 1: Includes species such as weeping lovegrass, bluegrass, buffalo grass, blue grama grass, and native grass mixtures. 2. Shallow Concentrated Flow: Begins where sheet flow ends. Travel time is the ratio of flow length to flow velocity and calculated as follows: ܶ௧ ൌ ܮ 60ܸ Tt = travel time (min) L = flow length (ft) V = average velocity (fps) VUnpaved = 16.1345*(S)0.5, VPaved = 20.3282*(S)0.5 Average velocities for estimating travel time for shallow concentrated flow should be estimated for paved or unpaved areas using the above equations. 3. Open Channel Flow: Shallow concentrated flow is assumed to occur after sheet flow ends at shallow depths of 0.1 to 0.5 feet. Beyond that channel flow is assumed to occur. Open channels are assumed to begin where surveyed cross-sectional information has been obtained, where channels are visible on aerial photographs, or where bluelines (indicating streams) appear on U.S. Geological Survey Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 5 (USGS) quadrangle sheets, or in some cases, closed storm sewer systems. The Tt for open channel flow is determined using the following equations: ܶ௧ ൌ ܮ 60ܸ ܸൌ1.49ݎ ଶ ଷ ܵ ଵ ଶ ݊ L = flow length (ft) Tt = travel time (min) V = average velocity (ft/s) r = hydraulic radius (ft), A/P A = cross sectional flow (ft2) P = wetted perimeter (ft) S = slope of the hydraulic grade line (channel slope, ft/ft) n = Manning’s roughness coefficient The Engineer shall compare the calculated time to the time listed in Table 6.1. If the calculated TC differs from the value in Table 6.1, the Engineer shall provide information to justify the TC calculations. D. Rainfall Intensity The rainfall intensity (I) is the average rainfall rate in in/hr for a duration equal to the time of concentration for a selected return period. Intensity-duration frequency (IDF) relationships were developed using information acquired from the US Geological Survey (USGS) in cooperation with Texas Department of Transportation (TxDOT) for each county in the North Central Texas region. The information below is based on these results as found in the NCTCOG iSWM manual. The design of all storm drainage facilities within the Town of Prosper shall be based on rainfall information as derived by the equation below (if the Rational Method is used). Storm durations shall be chosen based on the appropriate time of concentration. ܫൌ ௕ ሺ்೎ ାௗሻ೐ Where: I = the average rainfall intensity (in/hr) TC = time of concentration in minutes, b,d,e = dimensionless coefficients based on the specific rainfall return period (Table 6.3 and 6.4) Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 6 TABLE 6.3 – Intensity Coefficient Table - Collin County 2-Year 5-Year 25-Year 100-year b 50.523 64.259 76.069 86.709 d 9 11 11 11 e 0.79822 0.78901 0.75875 0.73702 TABLE 6.4 – Intensity Coefficient Table - Denton County 2-Year 5-Year 25-Year 100-year b 50.455 65.467 78.538 95.776 d 9 11 11 12 e 0.80553 0.79891 0.76912 0.7566 E. Unit Hydrograph Method Unit Hydrograph Methods may be used to compute storm water discharges for all watersheds, no matter the size, and shall exclusively be used to compute storm water discharges produced by (1) watersheds where large, regional storm water detention facilities exist or are anticipated upstream of the project, or (2) all watersheds larger than 200 acres. 1. Two unit hydrograph methods are acceptable to use in the Town of Prosper: the NRCS (formerly SCS) Dimensionless Unit Hydrograph Method and the Snyder’s Unit Hydrograph Method. Any other method shall be based upon standard and accepted Engineering Principles normally used in the profession, and subject to the approval of the Deputy Director of Engineering Services prior to use. 2. The unit hydrograph method shall be based upon fully developed watershed conditions assuming no effects from small on-site detention facilities for maintaining peak rate of runoff. The detention effects of large regional detention facilities can be taken into account in unit hydrograph methods. 3. Circumstances that may require the use of a unit hydrograph method include open channels, reclaiming floodplains, creating lakes, regional detention/retention facilities or building other types of drainage related facilities on major drainage courses. Design engineers of these types of facilities should be aware that designing for fully developed watershed conditions shall require calculation of fully developed flows instead of flows used from Federal Emergency Management Agency’s (FEMA) flood insurance studies for the Town of Prosper. Use of rational method is allowed for design of storm sewer within the project area. F. Hydrologic Computer Programs HEC-HMS shall be used in developing all hydrologic models. Other hydrologic models may be used upon approval from the Deputy Director of Engineering Services. The following criteria should be used: a. 24-hour storm duration using an SCS Type II distribution. b. Rainfall Intensity values calculated using coefficients provided in Tables 6.3 and 6.4. c. TC values shall be calculated as shown in Section 6.02C. Quick Reference: Tc 10  I100 = 9.20 in/hr Tc 15  I100 = 7.86 in/hr Quick Reference: Tc 10  I100 = 9.24 in/hr Tc 15  I100 = 7.91 in/hr Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 7 d. The SCS Runoff Curve Number (CN) used shall be based on fully developed watershed conditions. CN values for urban areas are provided in Table 6.5. Reference NRCS TR-55: Urban Hydrology for Small Watersheds for other area types. TABLE 6.5 – Runoff Curve Numbers for Urban Areas Cover type and hydrologic condition Average percent impervious area 2 A B C D Cultivated Land: Without conservation treatment 72 81 88 91 With conservation treatment 62 71 78 81 Pasture or range land: Poor condition 68 79 86 89 Good condition 39 61 74 80 Meadow: Good condition 30 58 71 78 Wood or forest land: Thin stand, poor cover 45 66 77 83 Good cover 25 55 70 77 Open space (lawns, parks, golf courses, cemeteries, etc.)3 Poor condition (grass cover < 50%) 68 79 86 89 Fair condition (grass cover 50% to 75%) 49 69 79 84 Good condition (grass cover > 75%) 39 61 74 80 Impervious areas: Paved; curbs and storm drains (excluding right-of-way) 98 98 98 98 Paved; open ditches (including right-of-way) 83 89 92 93 Gravel (including right-of-way) 76 85 89 91 Dirt (including right-of-way) 72 82 87 89 Urban districts: Commercial and business 85% 89 92 94 95 Industrial 72% 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town house) 65% 77 85 90 92 1/4 acre 38% 61 75 83 87 1/3 acre 30% 57 72 81 86 1/2 acre 25% 54 70 80 85 1 acre 20% 51 68 79 84 2 acres 12% 46 65 77 82 Developing urban areas and newly graded areas (previous areas only, no vegetation) 77 86 91 94 1 Average runoff condition, and Ia=0.2S 2 The average percent impervious area shown was used to develop the composite CNs. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. If the impervious area is not connected, the SCS method has an adjustment to reduce the effect. 3 CNs shown are equivalent to those of pasture. Composite CNs may be computed for other combinations of open space cover type. All studies and reports using this information shall be submitted to the Town of Prosper for review in both a hard copy report and electronic format. Input and output shall be summarized in all reports. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 8 6.04. Street Flow/Capacity A. Street Flow Limitations Street capacities shall be designed for the 100-year design storm. The depth of flow in the streets shall follow the limitations in Table 6.6, and shall at no time exceed the top of curb. Inserting the slope (S, ft/ft) into the equations shown on Table 6.7, based on the type of thoroughfare and paving section, provide capacity for streets to comply with the above requirement. TABLE 6.6 – Water Spread Limits for Roadways During 100-year Storm Event Street Classification Limits of Water Spread Major Thoroughfare (6LD) One 12-foot lane shall remain open (“dry lane”) in each direction Minor Thoroughfare (4LD) One 9-foot lane shall remain open (“dry lane”) in each direction Collector Road (3L, 2LC) To top of curb Residential Road (2LN) To top of curb Alley 100-yr storm contained within edge of pavement TABLE 6.7 – Capacity of Parabolic Crown Streets Type of Thoroughfare Cross Fall/ Crown Height Paving Section (Curb Fact to Curb Face) Street Capacity (ft3/sec) Street Capacity to Crown (ft3/sec) Gutter Capacity (ft3/sec) 2LC 6” crown 36’ Q=151.46*(S1/2) Q=151.46*(S1/2) Q=75.3*(S1/2) 2LN 5” crown 30’ Q=203.13*(S1/2) Q=93.14*(S1/2) Q=46.57*(S1/2) Inlets shall be placed upstream of all intersections to minimize cross flow. No flow shall be allowed to cross or bypass inlets at an intersection between two thoroughfares. Residential and collector road intersections shall be designed for flow to not exceed two (2) inches in height across a valley gutter. 6.05. Inlet Design A. Gutter Flow Curb inlets shall be placed to ensure that the 100-year flow in a roadway does not exceed the water spread limitation requirements and shall generally follow the design guidance for gutter flow hydraulics published in HEC-22, 3rd Edition, Urban Drainage Design Manual. The following form of the Manning’s equation should be used to evaluate gutter flow hydraulics: ܳൌ൤0.56 ݊ ൨ ܵݔଵ.଺଻ ܵ ଴.ହ ܶ ଶ.଺଻ Q = Flow rate (cfs) Sx = Cross slope (ft/ft) S = Longitudinal slope (ft/ft) T = Width of flow (ft) n = Manning’s roughness coefficient Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 9 Depth of flow in the gutter can be calculated using the following modified form of the equation above: ݕ௢ ൌܼሺܳ݊ܵ௫ ܵ ଵ ଶൗ ሻଷ ଼ൗ yo = depth of water in the curb and gutter cross section (ft) Z = 1.24 Water Spread or ponding width can be calculated as: ܶൌ ݕ ܵ௑ Figure 6.1 shows typical gutter cross sections. FIGURE 6.1 – Typical Gutter Cross Sections B. Inlet Capacity Calculations on Grade Curb opening heights vary in dimension, however, a typical maximum height is approximately 4 to 6 inches. The length of the curb-opening inlet required for total interception of gutter flow on a pavement section with a uniform cross slope is expressed by the equation below: ܮ ் ൌ 0.60ܳ ଴.ସଶܵ ଴.ଷ ൬ 1 ݊ܵ௫ ൰ ଴.଺ LT = Required length of inlet (ft) Q = Total flow in the roadway (cfs) S = Roadway longitudinal slope (ft/ft) Sx = Cross slope (ft/ft) To determine the capacity of a curb inlet on grade, first determine the ratio of the flow in the locally depressed gutter section to the total flow in the road. ܧ௢ ൌ1 ە ۔ ۓ 1൅ܵ௪ ܵ௫ ൦ቌ1൅ ܵ௪ ܵ௫ൗ ൫ܶ ܹൗ൯െ1ቍ ଶ.଺଻ െ1൪ ିଵ ۙ ۘ ۗ ൘ Eo = Ratio of flow in the depressed gutter to the total flow Sw = Gutter cross slope (ft/ft) Sx = Roadway cross slope (ft/ft) Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 10 T = Width of flow in roadway (ft) W = Width of depressed gutter section (ft) Then calculate the equivalent cross slope at the depressed curb inlet opening. ܵ௘ ൌܵ௫ ൅ ܽ ܹ ܧ௢ Se = Equivalent cross slope (ft/ft) Sx = Roadway cross slope (ft/ft) a = Gutter Depression Depth (ft) W = Width of depressed gutter section (ft) Eo = Ratio of flow in the depressed gutter to the total flow Then calculate the inlet length required to capture 100% of the gutter flow. The efficiency of a curb inlet opening shorter than LT is: ܧൌ1െ൬1െ ܮ ܮ ் ൰ ଵ.଼ E = Inlet efficiency L = Length of the curb inlet opening (ft) LT =Required length of inlet to capture 100% of the roadway flow (ft) The total flow captured by the curb inlet is: ܳ௜ ൌܧܳ Qi = Flow capture by inlet (cfs) E = Inlet efficiency Q = Total flow in the roadway (cfs) Tables 6.8 - 6.12 show the capacity of inlets on straight crown streets, parabolic crown streets and common grate combinations for inlets on grade. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 11 TABLE 6.8 – Capacity of Inlets for Straight Crown Streets RECESSED AND STANDARD ON GRADE CURB INLET (1/4” per Foot Cross Slope) RECESSED AND STANDARD ON GRADE CURB INLET (3/8” per Foot Cross Slope) Inlet Length Gutter Slope Inlet Capacity Inlet Length Gutter Slope Inlet Capacity 8’ 6% 3.8 cfs 8’ 6% 4.0 cfs 8’ 3% 4.0 cfs 8’ 3% 4.3 cfs 8’ 2% 4.2 cfs 8’ 2% 4.5 cfs 8’ 1% 4.4 cfs 8’ 1% 4.8 cfs 8’ 0.6% 4.7 cfs 8’ 0.6% 5.2 cfs 10’ 6% 4.8 cfs 10’ 6% 5.2 cfs 10’ 3% 5.1 cfs 10’ 3% 5.6 cfs 10’ 2% 5.4 cfs 10’ 2% 6.0 cfs 10’ 1% 5.7 cfs 10’ 1% 6.4 cfs 10’ 0.6% 6.2 cfs 10’ 0.6% 6.9 cfs 12’ 6% 6.0 cfs 12’ 6% 6.5 cfs 12’ 3% 6.4 cfs 12’ 3% 7.0 cfs 12’ 2% 6.8 cfs 12’ 2% 7.5 cfs 12’ 1% 7.3 cfs 12’ 1% 8.2 cfs 12’ 0.6% 7.8 cfs 12’ 0.6% 8.7 cfs Notes: 1. Sage inlets will be designed to accept no more than two (2) cfs per foot of opening. 2. Inlet capacities for other gutter slopes not listed may be interpolated. TABLE 6.9 – Capacity of Inlets for Parabolic Crown Streets STANDARD ON GRADE CURB INLET (6” Parabolic Crown) STANDARD ON GRADE CURB INLET (5” Parabolic Crown) STANDARD ON GRADE CURB INLET (4” Parabolic Crown) Inlet Length Gutter Slope Inlet Capacity Inlet Length Gutter Slope Inlet Capacity Inlet Length Gutter Slope Inlet Capacity 8’ 6% 4.2 cfs 8’ 6% 4.2 cfs 8’ 6% 4.1 cfs 8’ 3% 4.5 cfs 8’ 3% 4.5 cfs 8’ 3% 4.4 cfs 8’ 2% 4.8 cfs 8’ 2% 4.8 cfs 8’ 2% 4.6 cfs 8’ 1% 5.2 cfs 8’ 1% 5.2 cfs 8’ 1% 5.0 cfs 8’ 0.6% 5.6 cfs 8’ 0.6% 5.6 cfs 8’ 0.6% 5.3 cfs 10’ 6% 5.6 cfs 10’ 6% 5.6 cfs 10’ 6% 5.3 cfs 10’ 3% 6.0 cfs 10’ 3% 6.0 cfs 10’ 3% 5.7 cfs 10’ 2% 6.5 cfs 10’ 2% 6.5 cfs 10’ 2% 6.1 cfs 10’ 1% 7.0 cfs 10’ 1% 7.0 cfs 10’ 1% 6.6 cfs 10’ 0.6% 7.5 cfs 10’ 0.6% 7.5 cfs 10’ 0.6% 7.1 cfs 12’ 6% 7.0 cfs 12’ 6% 7.0 cfs 12’ 6% 6.6 cfs 12’ 3% 7.5 cfs 12’ 3% 7.5 cfs 12’ 3% 7.2 cfs 12’ 2% 8.2 cfs 12’ 2% 8.2 cfs 12’ 2% 7.5 cfs 12’ 1% 9.0 cfs 12’ 1% 9.0 cfs 12’ 1% 8.4 cfs 12’ 0.6% 9.6 cfs 12’ 0.6% 9.6 cfs 12’ 0.6% 9.0 cfs Notes: 3. Sage inlets will be designed to accept no more than two (2) cfs per foot of opening. 4. Inlet capacities for other gutter slopes not listed may be interpolated. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 12 TABLE 6.10 – Capacity of Two Grate Combination Inlet on Grade Flow (Cubic Feet per Second) Gutter Slope Flow (Cubic Feet per Second) Gutter Slope 0.6% 1.0% 2.0% 3.0% 6.0% 0.6% 1.0% 2.0% 3.0% 6.0% 1 10 62% 61% 61% 60% 59% 1.5 84% 83% 11 61% 61% 60% 59% 58% 2 78% 77% 12 61% 60% 59% 58% 57% 2.5 75% 74% 73% 73% 13 60% 59% 58% 57% 56% 3 73% 72% 71% 70% 70% 14 59% 58% 57% 56% 56% 3.5 72% 71% 69% 68% 68% 15 58% 58% 57% 56% 56% 4 70% 69% 68% 68% 67% 20 57% 56% 56% 55% 54% 5 68% 67% 67% 66% 65% 25 54% 54% 54% 54% 6 67% 66% 65% 64% 63% 30 54% 54% 54% 7 65% 64% 64% 63% 62% 35 54% 53% 8 64% 63% 62% 62% 61% 40 53% 53% 9 63% 63% 62% 61% 60% 45 52% 52% Note: Capacity percentages not listed may be interpolated. TABLE 6.11 – Capacity of Three Grate Combination Inlet on Grade Flow (Cubic Feet per Second) A. Gutter Slope Flow (Cubic Feet per Second) B. Gutter Slope 0.6% 1.0% 2.0% 3.0% 6.0% 0.6% 1.0% 2.0% 3.0% 6.0% 1 100% 100% 10 69% 67% 66% 65% 64% 1.5 100% 100% 11 68% 67% 65% 64% 63% 2 93% 90% 87% 86% 12 67% 66% 64% 63% 62% 2.5 90% 87% 84% 81% 13 66% 65% 64% 63% 61% 3 86% 83% 79% 77% 75% 14 66% 64% 63% 62% 60% 3.5 83% 80% 76% 75% 73% 15 65% 64% 62% 61% 59% 4 81% 78% 75% 73% 71% 20 62% 61% 59% 59% 58% 5 77% 75% 73% 71% 70% 25 59% 58% 57% 57% 56% 6 75% 73% 71% 69% 68% 30 57% 57% 56% 56% 7 73% 71% 69% 68% 67% 35 56% 56% 54% 8 71% 69% 68% 67% 66% 40 55% 55% 54% 9 70% 68% 67% 66% 64% 45 54% 53% Note: Capacity percentages not listed may be interpolated. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 13 TABLE 6.12 – Capacity of Four Grate Inlet on Grade Flow (Cubic Feet per Second) C. Gutter Slope Flow (Cubic Feet per Second) D. Gutter Slope 0.6% 1.0% 2.0% 3.0% 6.0% 0.6% 1.0% 2.0% 3.0% 6.0% 1 100% 10 75% 73% 70% 68% 67% 1.5 100% 100% 11 74% 72% 69% 68% 67% 2 100% 100% 97% 96% 12 74% 70% 67% 66% 66% 2.5 98% 97% 95% 87% 13 73% 70% 67% 66% 65% 3 96% 95% 85% 83% 80% 14 71% 69% 66% 65% 64% 3.5 95% 89% 83% 81% 78% 15 70% 68% 66% 65% 64% 4 90% 85% 81% 79% 77% 20 67% 66% 63% 62% 59% 5 84% 81% 78% 76% 75% 25 64% 61% 60% 58% 6 82% 79% 76% 74% 73% 30 62% 60% 58% 57% 7 80% 77% 74% 73% 71% 35 61% 59% 57% 56% 8 80% 76% 73% 71% 69% 40 58% 57% 56% 9 76% 74% 71% 70% 68% 45 56% 55% Note: Capacity percentages not listed may be interpolated. C. Inlet Capacity Calculations in Sag The capacity of a curb inlet in sag depends on the water depth at the curb opening and the height of the curb opening. The inlet operates as a weir to a depth equal to the curb opening height and as an orifice at depths greater than 1.4 times the opening height. At depths between 1.0 and 1.4 times the opening height, flow is in a transition stage and the capacity should be based on the lesser of the computed weir and orifice capacities. 1. If the depth of flow in the gutter (d) is less than or equal to 1.4 times the inlet opening height (h), (d≤1.4H), determine the length of inlet required considering weir control. Calculate the capacity of the inlet when operating under weir conditions with the following equation: ܳൌܥ௪ ሺܮ ൅ 1.8ܹ ሻ݀ଵ.ହ 2. Rearrange the above equation to produce the following relation for curb inlet length required: ܮൌቆ ܳ ܥ௪ ݀௢ଵ.ହ ቇെ1.8ܹ Q = total flow reaching inlet (cfs) Cw = weir coefficient (3.0) do = head at inlet opening (ft) L = length of curb inlet opening (ft) W = lateral width of depression (ft) ݀௢ ൌݖቆܳ݊ܵ௫ ܵ ଵ ଶൗ ቇ ଷ ଼ൗ do = depth of water in the curb and gutter cross section (ft) Q = gutter flow rate (cfs) n = Manning’s roughness coefficient Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 14 S = longitudinal slope (ft/ft) Sx = pavement cross slope (ft/ft) Z = 1.24 3. If the depth of flow in the gutter is greater than the inlet opening height (d>H), determine the length of inlet required considering orifice control. The equation for interception capacity of a curb opening as an orifice follows: ܳൌܥ௢ ݄ܮඥ2݃݀௘ Q = total flow reaching inlet (cfs) Co = orifice coefficient = 0.70 h = depth of opening (ft) (this depth will vary slightly with the inlet detail used) L = length of curb opening inlet (ft) g = acceleration due to gravity = 32.2 ft/s2 de = effective head at the centroid of the orifice (ft) de=d – h/2 Rearranging the equation allows a direct solution for required length: ܮൌ ܳ ܥ௢ ݄ඥ2݃݀௘ 4. If both steps 1 and 2 were performed (i.e., h<d≤1.4h), choose the larger of the two computed lengths as being the required length. 5. Select a standard inlet length that is greater than the required length, a minimum ten foot (10’) opening, and shall have a minimum twenty-one inch (21”) lateral. 6. Table 6.13 shows the capacity of common grate combination sizes for inlets at a sag. TABLE 6.13 – Capacity of Grate Combination Inlet at Sag Grate Combination Inlet Size Max. Depth of Flow (Feet) Inlet Cap. Grate Combination Inlet Size Max. Depth of Flow (Feet) Inlet Cap. Grate Combination Inlet Size Max. Depth of Flow (Feet) Inlet Cap. 2 0.6 15 cfs 3 0.6 22 cfs 4 0.6 29 cfs 2 0.5 13 cfs 3 0.5 18 cfs 4 0.5 24 cfs 2 0.4 10 cfs 3 0.4 15 cfs 4 0.4 20 cfs 2 0.3 8 cfs 3 0.3 12 cfs 4 0.3 16 cfs 2 0.2 6 cfs 3 0.2 9 cfs 4 0.2 11 cfs Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 15 D. Wye Inlet Capacity Calculations (weir) ܳ ܲ ൌ3.1݀ଷ ଶൗ Q = flow (cfs) P = perimeter of opening (ft) d = depth (ft) Wye (drop) inlets shall be located to collect water on non-paved areas where it is not practical to use a headwall. Table 6.14 shows the capacity for common drop inlet sizes of wye inlets. TABLE 6.14 – Capacity of Wye Inlets Standard Drop Inlet Size Max. Depth of Flow (Feet) Inlet Capacity Standard Drop Inlet Size Max. Depth of Flow (Feet) Inlet Capacity Standard Drop Inlet Size Max. Depth of Flow (Feet) Inlet Capacity 2’ X 2’ 1.0 22 cfs 3’ X 3’ 1.0 33 cfs 4’ X 4’ 1.0 44 cfs 2’ X 2’ 0.9 19 cfs 3’ X 3’ 0.9 28 cfs 4’ X 4’ 0.9 37 cfs 2’ X 2’ 0.8 16 cfs 3’ X 3’ 0.8 23 cfs 4’ X 4’ 0.8 32 cfs 2’ X 2’ 0.7 14 cfs 3’ X 3’ 0.7 19 cfs 4’ X 4’ 0.7 26 cfs 2’ X 2’ 0.6 10 cfs 3’ X 3’ 0.6 15 cfs 4’ X 4’ 0.6 20 cfs 2’ X 2’ 0.5 8 cfs 3’ X 3’ 0.5 12 cfs 4’ X 4’ 0.5 16 cfs 2’ X 2’ 0.4 6 cfs 3’ X 3’ 0.4 8 cfs 4’ X 4’ 0.4 11 cfs 2’ X 2’ 0.3 4 cfs 3’ X 3’ 0.3 5 cfs 4’ X 4’ 0.3 7 cfs 2’ X 2’ 0.2 2 cfs 3’ X 3’ 0.2 3 cfs 4’ X 4’ 0.2 4 cfs Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 16 E. Curb Inlet Placement 1. Placing several curb inlets at a single location is only permitted in areas with steep grades (4% or greater) to prevent flooding and avoid exceeding street capacity in flatter reaches downstream. 2. No more than twenty feet (20’) of inlet shall be constructed at one location along one curb line. 3. Curb inlets shall be placed upstream from street intersections. 4. An emergency overflow path shall be provided on the plans for sag locations. An emergency overflow path is the path the storm water will take if the drainage facility becomes clogged or ceases to function as designed. The emergency overflow path must be located within public right-of-way or within a drainage easement on developed property and shall provide relief prior to water exceeding typical right- of-way elevation. a. An emergency overflow path shall include a minimum 3-foot concrete flume. See section 6.14.2 for easement and placement requirements. b. Concrete flume can be eliminated at discretion of Deputy Director of Engineering Services if evidence provided to assure Town that property owner would not alter grades. This can be done with CC&R language having HOA police and enforce overflow path design or similar. 5. Inlets are required at the beginning and/or end of a superelevation to prevent flow across the roadway. F. The Inlet Spreadsheet provided in Figure 6.2 shall be provided with the construction plans for review by the Town. The spreadsheet provided is a minimum, more information may be provided in the Inlet Spreadsheet. A description of each of the columns shown is provided below: Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 17 FIGURE 6.2 – Inlet Calculations    Column A: Inlet number.  Column B: Inlet station number.  Column C: Design storm.  Column D: Time of concentration (minutes).  Column E: 100-year Intensity (in/hr).  Column F: Runoff Coefficient (C).  Column G: Drainage area size (acres).  Column H: 100-year runoff, Q=CIA (cfs).  Column I: 100-year flow reaching the inlet from the upstream inlet (cfs).  Column J: 100-year total gutter flow (Column 8 + Column 9) (cfs).  Column K: Longitudinal slope of the approach gutter (ft/ft).  Column L: Street capacity based on Manning’s equation. For sag inlets calculate the street capacity for both the lower and higher station sides of the inlet and use the greater of the two.  Column M: Total ROW capacity as a function of the cross-sectional area of the ROW at the inlet. For sag inlets, the total ROW capacity on the lower station side of the inlet.  Column N: Street crown section type (straight crown or parabolic).  Column O: Length of the inlet (feet).  Column P: Inlet type.  Column Q: Total capacity of the inlet (cfs).  Column R: Flow from upstream (cfs).  Column S: Flow continuing to downstream inlet (cfs).  Column T: Downstream inlet number.  Column U: Important comments relating to the inlet. 6.06. Closed Conduit Systems (Storm Sewers) A. Design flow A storm sewer's size, shape, slope, and friction resistance controls its hydraulic capacity. All enclosed systems shall be hydraulically designed and all required calculations shall be provided in the civil construction plans. The hydraulic gradient shall be calculated using the design flow, appropriate pipe size, and Manning’s equation: ܳൌ൬1.486 ݊ ൰ ܣ ቀܴଶ ଷൗ ቁቀܵ ଵ ଶൗቁ Q = runoff rate (cfs) A = cross sectional area of the conduit (ft2) n = Manning’s roughness coefficient (0.013 for concrete) Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 18 R = hydraulic radius (ft) (Area of conduit divided by wetted perimeter, R=A/P) S = Slope of the hydraulic gradient (ft/ft) B. Hydraulic Gradient Conduits must be sized and slopes must be set such that runoff flows smoothly down the drainage system. To insure this smooth passage, the hydraulic gradient must be at the proper elevations. The proper starting elevation of the hydraulic gradient shall be set according to the applicable criteria listed below: 1. When a proposed conduit is to connect to an existing storm sewer, the hydraulic gradient of the proposed storm sewer should start at the elevation of the hydraulic gradient of the existing storm sewer based on an evaluation of the existing storm sewer with respect to the requirements found in this section. This criterion will be used for existing systems whether or not they are designed in accordance with this article. 2. When a proposed conduit enters an open channel, creek or flood control sumps, the 100-year hydraulic gradient of the proposed conduit should start at the 25-year water surface elevation of the receiving channel or creek when the ratio of the drainage area of the receiving creek (at the development) to the development area is 15 or greater. For ratios of less than 15, the 100-year water surface will be used on the receiving creek. Not only is it important to use the proper starting elevation for the hydraulic gradient, but proper hydraulic gradient elevations must be maintained for the length of the conduit. The inside top of the conduit should be at or below the hydraulic gradient. However, effort should be made to keep the top of the pipe as close to the hydraulic gradient as possible so that deep excavations to lay pipe are not required. The hydraulic gradient shall be kept one foot below the top of curb. If this cannot be obtained, the hydraulic gradient shall be at least 1.5 V12/2g feet below the gutter line, where V1 is the velocity in the lateral. C. Hydraulic Design 1. The hydraulic grade line (HGL) must be calculated for all storm sewer mains and laterals using appropriate head loss equations. In all cases, the storm sewer HGL must be at least one foot (1’) below top of curb at each inlet. 2. In partial flow conditions, the HGL represents the actual water surface within the pipe. The velocity of the flow should be calculated based on actual area of flow, not the full flow area of the pipe or box. 3. Unless partial flow conditions exist, the beginning hydraulic gradient shall begin at either the inside top of the pipe or at the hydraulic gradient of the receiving stream at the coincident frequency, whichever is higher. D. Lateral Design 1. The HGL shall be calculated for all proposed laterals and inlets, and for the existing laterals being connected into a proposed drainage system. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 19 2. Laterals shall intersect the storm sewer at 60 degree angles. Connecting more than one lateral into a storm drain at the same joint localizes head losses; however, a manhole or junction structure must be provided. An exception to this rule may be considered when the diameter of the main line is more than twice as great as the diameter of the largest adjoining lateral. 3. Laterals shall not connect into downstream inlets. 4. All wye inlets and curb inlets ten feet (10’) or larger shall have twenty-one inch (21”) laterals as a minimum. All other curb inlets shall have eighteen inch (18”) laterals as a minimum. Laterals shall be designed with future developed conditions in mind to facilitate extensions and increased flows. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 20 E. Velocity Head Losses (HL) 1. Adjustments are made in the HGL whenever the velocity in the main changes due to conduit size changes or discharge changes. 2. In determining the HGL for the lateral, begin with the hydraulic grade of the trunk line at the junction plus the HL due to the velocity change. Where the lateral is in full flow, the hydraulic grade is projected along the friction slope calculated using Manning’s Equation. 3. HL losses or gains for pipe size changes, and other velocity changes will be calculated by the following formula: ܪ௅ ൌ ቈሺܸଶ ሻଶ 2݃ ቉ െ ቈሺܸଵሻଶ 2݃ ቉ HL = Head loss or gain (ft) V1 = Upstream velocity (fps) V2 = Downstream velocity (fps) g = Gravity constant (32.2 ft/s2) 4. HL for pipe in full flow at manholes, bends, and inlets, where the flow quantity remains the same, shall be calculated as follows: ܪ௅ ൌܭ௝ ቈܸ ଶ 2݃቉ HL = Head loss or gain (ft) V = Velocity in the lateral (fps) g = Gravity constant (32.2 ft/s2) Kj = Coefficient of loss per Table 6.15 5. Head losses or gains at wyes, manholes and junction boxes where there is an increase in flow quantity shall be calculated as follows: ܪ௅ ൌ ቈሺܸଶ ሻଶ 2݃ ቉ െܭ௝ ቈሺܸଵ ሻଶ 2݃ ቉ HL = Head loss or gain (ft) V1 = Upstream velocity (fps) V2 = Downstream velocity (fps) g = Gravity constant (32.2 ft/s2) Kj = Coefficient of loss per Table 6.15 Pipe size changes associated with a wye connection shall be omitted from HGL computations. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 21 Table 6.15 Velocity Head Loss in Closed Conduits Inlet Schematic Kj 1.25 Manhole at Change in Pipe Direction Schematic Angle Kj 90° 0.55 60° 0.48 45° 0.42 30° 0.30 0° 0.05 Bend in Pipe Schematic Angle Kj 60° 0.45 45° 0.35 30° 0.20 Pipe Wyes Schematic Angle Kj with MH Without MH 22 ½° 0.75 0.95 45° 0.50 0.75 60° 0.35 0.60 90° 0.25 0.50 F. Storm Sewer Calculation Spreadsheet The Engineer shall include a completed Storm Sewer Calculations Spreadsheet in the construction plans. An example spreadsheet can be found in Figure 6.3. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 22 FIGURE 6.3 – Storm Sewer Calculation Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 23 G. Storm Sewer 1. Alignments of proposed storm sewer systems shall use existing easements and right-of-way. If located within an easement, the storm sewer shall be centered within the easement. If located within right-of- way, the centerline of the storm sewer shall be located under paving seven feet (7’) from the back of curb. No part of the storm sewer is to be designed within the lime treated subgrade of a proposed pavement. 2. At points of change in storm sewer size, pipe crowns (soffits) shall be set at the same elevation. 3. Horizontal and vertical curve design for storm sewers shall take into account joint closure. 4. A minimum full flow velocity of two and a half feet per second (2.5 fps) and a minimum slope of one half percent (0.3%) shall be maintained in the pipe unless otherwise approved by the Deputy Director of Engineering Services. 5. Only standard sizes shall be used. The minimum allowable pipe size is eighteen inches (18”) for public storm sewer. Pipe sizes shall not be decreased in the downstream direction, unless otherwise approved by the Deputy Director of Engineering Services. 6. The minimum grades shown in Table 6.16 will be maintained in the pipe. TABLE 6.16 – Minimum Grades for Concrete Pipes Pipe Diameter (Inches) Slope (Feet/100 Feet) Pipe Diameter (Inches) Slope (Feet/100 Feet) 18 0.180 51 0.045 21 0.150 54 0.041 24 0.120 60 0.036 27 0.110 66 0.032 30 0.090 72 0.028 33 0.080 78 0.025 36 0.070 84 0.023 39 0.062 90 0.021 42 0.056 96 0.019 45 0.052 102 0.018 48 0.048 108 0.016 7. Laterals shall be connected to trunk lines using manholes or manufactured wye connections. Special situations may require laterals to be connected to trunk lines by a cut-in (punch-in). However, such cut- ins must be approved by the Deputy Director of Engineering Services. 8. Vertical curves in the storm pipe will not be permitted, and horizontal curves must meet manufacturer's requirements for offsetting of the joints. 9. The cover over the crown of circular pipe and box culverts shall be at least two feet from proposed top of pavement, or from ground surface when no pavement is anticipated. As a general rule and being the responsibility of the design engineer, the pipe cover should be based on the type of pipe used, the expected loads and the supporting strength of the pipe. Direct traffic box sections or less than required cover may be allowed in special situations with the approval of the Deputy Director of Engineering Services. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 24 10. Corrugated metal and plastic pipe will not be allowed beneath pavement in public drainage easements and rights-of-way. Plastic pipe can be used in other locations only if authorized by the Deputy Director of Engineering Services. 11. In situations where only the downstream portion of an enclosed storm sewer system is being built, stub- outs for future connections must be included. 12. The required storm sewer and inlet capacity to meet existing and future needs, if applicable, shall be provided. H. Manhole Placement The following is a list of guidelines governing the placement of storm sewer manholes to ensure adequate accessibility of storm drainage system: 1. Storm sewer lines shall have points of access no more than five hundred feet (500’) apart. For pipes forty-eight inches and larger access points shall be provided every one thousand feet (1,000’). A manhole shall be provided where this condition is not met. 2. A manhole shall be required where two or more pipes connect into a main at the same joint. 3. Trunk line size changes for lines with a diameter difference greater than 24 inches. 4. Vertical alignment changes where the algebraic slope difference ≥ 5%. No vertical bends allowed. 5. Future collection points as determined by the Deputy Director of Engineering. I. Outfall Design The Engineer shall demonstrate the drainage from the site is conveyed to an adequate outfall. An adequate outfall is a structure or location that is adequately designed as to not cause adverse flooding conditions, erosion, or any other adverse impacts. An adequate outfall shall also have capacity to convey the increased runoff. 1. All outfalls shall be designed with appropriate headwalls or outfall structures. 2. A stage-discharge curve shall be developed for the full range of flows that the structure would experience. 3. The maximum discharge velocities of the storm pipe shall not exceed the permitted velocity of the receiving channel or conduit at the outfall to prevent erosive conditions. The maximum outfall velocity of a conduit in partial flow shall be computed for partial depth and shall not exceed the maximum permissible velocity of the receiving channel unless controlled by an appropriate energy dissipater (e.g. stilling basins, impact basins, riprap protection). Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 25 6.07. Open Channel Design Excavated open channels may be used to convey storm waters where the construction costs and/or long- term maintenance cost involved with a closed storm sewer system is not justified economically. Open channels shall be designed to convey the full design discharge. The allowable excavated channel cross section is shown in Figure 6.4. the roughness coefficients allowed for various types of excavated channel cover are shown in Table 6.17. These maximum coefficients do not apply for drainage facilities discharging off-site. The Engineer shall determine maximum discharge velocities. Figure 6.4 - Open Channels – Excavated A. Unlined, unvegetated excavated channels are not allowed. Construction of excavated channels will not be considered complete until the channel banks are stabilized. Vegetation selected for channel cover must conform with allowable vegetation from the Landscaping Approved Materials List. B. Supercritical flow shall not be allowed in channels except at drop structures and other energy dissipaters. C. At transitions in channel characteristics maximum velocities must be analyzed. Velocities should be reduced to prevent erosion using either energy dissipaters and/or wider less steep channel. D. Channel armoring for erosion control shall be provided where deemed necessary by the Deputy Director of Engineering Services. E. Minimum channel bottom widths are recommended to be equal to twice the depth of flow of the channel. Compound channels are encouraged (See 6.07.L) and channel bottoms of each section should reflect corresponding storm event flows. Any permanent open channel shall have a minimum bottom width of five feet (5’). Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 26 F. If the channel cannot be maintained from the top of the bank, a maintenance access ramp shall be provided and included within the drainage easement. G. All open channels require a minimum freeboard of one foot (1’) above the one-hundred (100) year water surface elevation or below top of bank, whichever is greater. H. The minimum slope for an excavated improved channel is one percent (1%) unless a pilot channel is constructed, or otherwise approved by the Deputy Director of Engineering Services. I. Earthen sides above the lined section or totally earthen channels shall be on at least a four horizontal to one vertical (4:1) slopes and shall have approved ground cover to prevent erosion. J. Channels can be designed with natural meanders improving both aesthetics and pollution removal through increased contact time. K. Grass channels generally provide better habitat than hardened channel sections, though studies have shown that riprap interstices provide significant habitat as well. Velocities should be carefully checked at design flows and the outer banks at bends should be specifically designed for increased shear stress and super elevation. L. Compound sections can be developed to carry the annual flow in the lower section and higher flows above them. Figure 6.5 illustrates a compound section that carries the 2-year and 100-year flows within banks. This reduces channel erosion at lower flows, and meandering, self-forming low flow channels that attack banks. The shelf in the compound section should have a minimum 12:1 slope to ensure drainage. FIGURE 6.5 - Compound Channel The 2-year channel section shall mimic natural stream sinuosity meander within the full channel section. Landscaping in accordance with landscape design section shall be allowed along the compound channel shelf. M. Table 6.17 provides allowable ranges for roughness coefficients of open channels. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 27 Table 6.17 - Channel Roughness Coefficients Channel Description Roughness Coefficient Minimum Normal Maximum Minor Natural Streams Moderately Well Defined Channel  Grass and weeds, little brush 0.025 0.030 0.033  Dense wees, little brush 0.030 0.035 0.040  Weeds, light brush on banks 0.030 0.035 0.040  Weeds, heavy brush on banks 0.035 0.050 0.060  Weeds, dense willows on banks 0.040 0.060 0.080 Irregular Channel with Pools and Meanders  Grass and weeds, little brush 0.030 0.036 0.042  Dense weeds, little brush 0.036 0.042 0.048  Weeds, light brush on banks 0.036 0.042 0.048  Weeds, heavy brush on banks 0.042 0.060 0.072  Weeds, dense willows on banks 0.048 0.072 0.096 Flood Plain, Pasture  Short grass, no brush 0.025 0.030 0.035  Tall grass, no brush 0.030 0.035 0.050 Flood Plain, Cultivated  No crops 0.025 0.030 0.035  Mature crops 0.030 0.040 0.050 Flood Plain, Uncleared  Heavy weeds, light brush 0.035 0.050 0.070  Medium to dense brush 0.070 0.100 0.160  Trees with flood stage below branches 0.080 0.100 0.120 Major Natural Streams  Moderately well-defined channel 0.025 --- 0.060  Irregular channel 0.035 --- 0.100 Unlined Vegetated Channels  Mowed grass, Clay soil 0.025 0.030 0.035  Mowed grass, Sandy soil 0.025 0.030 0.035 Unlined Unvegetated Channels  Clean gravel section 0.022 0.025 0.030  Shale 0.025 0.030 0.035  Smooth rock 0.025 0.030 0.035 Lined Channels  Smooth finished concrete 0.013 0.015 0.020  Riprap (rubble) 0.300 0.400 0.500 N. Water surface elevations and flow velocities in channels are impacted by the maintenance condition in the channel. Calculations shall be performed assuming maintained and unmaintained vegetative conditions. Lower (maintained) Manning’s values shall be used to determine maximum velocities, while higher (unmaintained) Manning’s values shall be used to determine water surface elevations per Table 6.17. O. Any channel modification must meet the applicable requirements of all Local, State and Federal regulatory agencies. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 28 P. Erosion prevention. All channel sections must consider and account for channel stabilization in their design. This requirement pertains to all sections whether they are left in their natural condition or are modified in any manner. Three sets of requirements are provided depending upon the relationship of the existing channel to the limits of the developer/owner's property boundaries. The Deputy Director of Engineering Services shall have the discretion to require the implementation of the portion of these requirements as deemed necessary, depending on the specifics of the property being developed or improved or to allow the escrow of funds sufficient to provide for the construction of a proportionate amount of channel improvements in lieu of actual construction. This discretion may be exercised when a small section of improvements is not deemed by the Deputy Director of Engineering Services to be economically practicable. a. In cases where the entire channel section is contained within the limits of the developer/owner property boundaries, the developer/owner shall: i. Provide for an improved stabilized channel cross-section which reduces all velocities to six fps or below for vegetated channels. The channel improvements must meet all requirements of this article. ii. For vegetated channel sections with channel velocities ranging from six to eight fps, construct grade control structures within the channel and overbank areas to prevent erosion. Grade control structures shall have a minimum effective depth of three feet below existing or proposed grades with an adequate number of structures to prevent less than one foot of degradation. b. In cases where the property boundary follows the centerline of the channel or incorporates only a portion of the channel cross-section, the developer/owner shall: i. Determine the design section required to provide for an improved stabilized channel cross- section which reduces all velocities to six fps or below for vegetated channels. The design channel section must meet all requirements of this article. ii. The design section may include vegetated channel sections with channel velocities ranging from six to eight fps, provided that grade control structures are included within the channel and overbank areas to prevent erosion. Grade control structures shall have a minimum effective depth of three feet below existing or proposed grades with an adequate number of structures to prevent less than one foot of degradation. iii. The developer/owner shall construct or escrow funds for construction of the portion of the design improvements required on their property for the ultimate channel design. The Deputy Director of Engineering Services shall have the discretion to determine the portion of the design improvements to be constructed/escrowed by the developer/owner. In most instances, the developer/owner shall construct one-half of the improvements on their property. iv. If grade control structures are incorporated into the design, the developer/owner shall coordinate with adjacent owners in order to construct these features in their entirety at the time of the initial portion of the channel improvements. v. The developer/owner shall provide for a drainage easement and access/ maintenance easement consistent with the portion of the improvements provided. c. In cases where the developer/owner owns property adjacent to channel or floodplain areas but does not own a portion of the channel or floodplain area, the developer/owner shall (at the discretion of the Deputy Director of Engineering Services): i. Determine the channel improvement configuration necessary to meet the requirements of subsection (b)(i) above, and ii. Shall provide a dedicated easement to the Town for the portion of this future improvement configuration, including necessary maintenance and access easement, which will include the developer/owner property. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 29 Q. An erosion hazard setback shall be contained within the Drainage Easement for all existing and proposed channels. The purpose of this set back is to reduce the potential for any damage to a private lot or street right-of- way caused by the erosion of the bank. The erosion hazard setback shall be determined as follows, and is provided in Figure 6.6. 1. For stream banks composed of material other than rock, locate the toe of the natural stream bank. Project a 4:1 line sloping away from the toe until it intersects finished grade. From this intersection add fifteen feet (15’) away from the bank. This shall be the limit of the erosion hazard setback. 2. Figure 6.6 is intended to illustrate various scenarios under which the erosion hazard setback can be applied and how it interacts with the floodplain access easement. Scenario 1 shows a situation where the setback may be located outside the 100-year floodplain and access easement boundaries. Scenarios 2 and 3 show locations where the erosion hazard set back will be located inside the 100-year floodplain and access easement boundaries. 3. Any modifications within the area designated as erosion hazard setback, will require a geotechnical and geomorphological stability analysis, and a grading permit (two separate items). Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 30 Figure 6.6 - Natural Open Channels Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 31 6.08. Culvert Design A. All culverts, headwalls, wingwalls, and aprons shall be designed in conformance with the Town Standard Details. The Engineer is responsible for selecting the applicable detail and culvert size. B. Culvert calculations shall be provided to the Town for review. Calculations may include, but are not limited to, headwall, tailwater, and flowline elevations, lowest adjacent grade and structure elevations, inlet and outlet control calculations and velocity calculations. C. There is no minimum freeboard requirement for culvert crossings; however, an emergency overflow path shall be identified and provided on the construction plans. An emergency overflow path is the path the storm water will take when the drainage facilities becomes clogged or does not function in the manner as to which it was designed. The emergency overflow path shall be limited to public right-of-way or drainage easements. D. Culverts should always be aligned to follow the natural stream channel. The engineer shall provide sufficient information to analyze the upstream and downstream impacts of the culvert and illustrate the interaction of the channel and culvert alignment. E. The hydraulic design of culverts shall be based upon design guidelines set forth by TxDOT, the U.S. Department of Transportation, or other suitable material. F. Headwalls and Entrance Conditions: 1. The Engineer shall be responsible for the headwall and wingwall designs. Headwalls and endwalls refer to the entrances and exits of structures, respectively, and are usually formed of cast-in-place concrete and located at either end of the drainage system. Wingwalls are vertical walls, which project out from the sides of a headwall or endwall. 2. The culvert headwater depth should be determined using the nomograph shown in Figure 6.7 below. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 32 FIGURE 6.7 – Headwater Depth for Box Culverts with Inlet Control 3. Concrete culvert headwalls and wingwalls shall use form-liner surface finish unless otherwise approved by the Deputy Director of Engineering Services. 6.09. Detention/Retention Basin Design A. Town of Prosper Subdivision Ordinance and as amended requires detention within the town limits and its ETJ. 1. On September 8, 2015, Water Detention in Doe Branch Ordinance No. 15-51 was passed waiving detention requirements in the Doe Branch basin provided that creek stabilization is addressed and “pinch points” are analyzed. “Pinch points” include, but are not limited to culverts under BNSF railroad and under DNT service roads. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 33 2. Where regional detention is not provided or locations in Doe Branch basin where infrastructure or other conditions create restrictions that would not allow release for fully developed flow, detention meeting the requirements of this section (6.09) shall be required. B. Detention Storage Calculations 1. Detention shall be provided for the 2, 5, 25, and 100-year design storms. Storage and outlet structures shall accommodate all four-frequency storm events. 2. Detention facilities without upstream detention areas and with drainage areas of twenty (20) acres or less can be designed using the Modified Rational Method otherwise the Unit Hydrograph Method shall be used. 3. If the Unit Hydrograph Method is used, the model shall extend through the downstream point where the proposed development creates no adverse impacts. Include existing detention facilities within the influenced watershed. C. Wet/Retention Pond Criteria 1. Wet ponds, aka Retention Ponds, are required in the Town of Prosper to satisfy detention requirements. Wet ponds provide amenities and increased water quality functions as compared to dry ponds. 2. Wet ponds should be designed to maintain a permanent pool of water throughout the year. 3. Wet pond design should consider water quality, and include a means of aeration such as fountains. Ponds shall be a minimum of 6 ft deep, but should be designed to minimize potential of algae growth. Reduced pond depths may be allowed with approval by the Deputy Director of Engineering Services. 4. All areas above the normal pool water surface shall be irrigated or shall have an approved vegetative ground cover to prevent erosion. 5. Per Zoning Ord Ch 4, Sec 8.9.C.7 for non-residential development, detention ponds that are located between the building and street and contain a constant water level, are landscaped, or otherwise treated as an amenity for the development, as determined by the Director of Development Services or his/her designee, may be calculated toward the required open space 6. “Retention” is used as the nomenclature in this subsection and any other portion of Section 6.09 to reference wet detention ponds. Detention is used throughout to as general language for the controlled release of storm water runoff due to development. D. Underground Detention 1. Underground detention is allowed and encouraged on small development sites where regional detention is not provided. 2. Underground detention shall be located in a drainage and detention easement with the perimeter of easement being a minimum of 5 ft from edge of facility (or 1.5x the depth, whichever is greater). 3. All underground detention facilities shall have at least one access point for maintenance purposes. a. Periodic removal of sediment or other debris is required for proper function of detention facility. Access points shall be placed in manner for easy access and proper maintenance. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 34 b. Access shall be provided at point of restriction if less than 18” in diameter to allow ease of removal of trapped debris. 4. Underground detention shall have a minimum slope of 0.30% for all portions of invert/bottom of facility. 5. Material for underground detention shall be reinforced concrete, HDPE pipe or aluminized corrugated metal pipe. However, alternative material may be allowed with the approval of the Deputy Director of Engineering Services. Long-term stability and maintenance shall be considered with approval of alternative materials. 6. Underground facilities (including easements for detention) shall not be located under fire lanes without approval by Fire Marshal. If approved, only a single run of pipe shall be allowed to cross perpendicularly to fire lane. No pipe or other facility for underground detention shall be allowed to run longitudinally within a fire lane. All material under fire lanes shall be reinforced concrete. 7. No other public utility shall be allowed to cross an underground detention facility with exception of a single run of pipe. 8. All components of underground detention shall be privately maintained in accordance with standard detention easement language. 9. Upstream flow from public storm sewer shall not be permitted to flow through an underground facility without approval by the Deputy Director of Engineering Services. If allowed, measures shall be incorporated into underground detention design to provide an emergency outlet in case the detention outlet structure becomes blocked. This emergency outlet shall be placed in manner to prevent damage to structures on upstream development in likelihood underground detention facility becomes blocked. E. Detention facilities, when required, shall be designed based upon the following minimum criteria: 1. Detention structures shall have a minimum of one foot (1’) of freeboard above the 100-year water surface elevation. If one foot (1’) of freeboard increases the capacity of the pond by a factor greater than 125% required for the 100-year water surface elevation, then the pond shall be designed to have a freeboard up to the 125% capacity. 2. The steepest side slope permitted for a vegetated embankment is 4:1. 3. Earth embankments used to temporarily or permanently impound surface water must be constructed according to specifications a required based on geotechnical investigations of the site and all regulatory requirements. 4. Detention facilities shall be designed with an emergency spillway in case the primary outfall ceases to function as designed. The spillway shall be designed to pass a minimum of the 100-year flood event. 5. It shall be the engineer of record’s responsibility to determine if a stability analysis is necessary based on global overturning and rapid drawdown. The stability analysis shall be performed by a licensed geotechnical engineer. Global overturning shall be based on full hydrostatic loading (at 100-year flood stage). The stability analysis from rapid drawdown conditions shall consider saturated soil conditions without the hydrostatic loading. A minimum factor of safety of 1.25 shall be required. 6. All non-residential development over 10 acres are encouraged to provide regional retention pond placed on a common area lot (or easement) to be maintained by a Property Owners Association. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 35 7. The Applicant shall provide a maintenance plan for the detention facility as part of the design. The maintenance plan shall indicate the ingress and egress locations to enter and maintain the pond, maintenance roles and responsibilities, contact information for the party responsible for the maintenance, and a maintenance schedule. 8. Access shall be provided to the banks and bottom of a retention facility for maintenance. a. Access ramps shall have width no less than 10 ft wide on a maximum longitudinal slope of 10:1. b. The Applicant shall provide an operations and maintenance plan that will detail access. c. Facilities with permanent pools shall address dewatering procedures. 9. It is the responsibility of the Engineer to consider pedestrian and vehicular safety in the design of detention facilities. Perimeter rails or fencing may be required. 10. Criteria established by the State of Texas for dam safety (TAC Title 30, Part 1, Chapter 299) and impoundment of state waters (Texas Water Code Chapter 11) shall apply where required by the state, and where, in the Engineer’s judgement, the potential hazard requires these more stringent criteria. F. Process for Waiver from Wet or Underground Detention If a development is unable to utilize either retention or underground detention due to physical constraints, hydraulic limitations or other hardships, the use of a dry detention pond will require Town Council approval. The Property Owner shall submit written notice to the Engineering Services Department to request a Public Hearing no later than twenty-one (21) days before the next Town Council meeting. 6.10. Bridge Design Hydraulics A. The Town requires that head losses and depth of flow through bridges to be determined with a HEC-RAS program or other approved program. The following guidelines pertain to the hydraulic design of bridges: 1. All bridge and culvert designs shall contain the peak flow of the 100-year frequency storm based on fully developed watershed conditions within the right-of-way or drainage easement limits. 2. Fully developed 100-year water surface must not be increased upstream of bridges and culverts based on comparison to revised effective model, unless otherwise approved by Deputy Director of Engineering Services. 3. Excavation of the natural pilot channel is not allowed as compensation for loss of conveyance. 4. Channelization upstream or downstream of the proposed bridge will normally only be permitted when necessary to realign the flow to a more efficient angle of approach. 5. Side swales may be used to provide additional conveyance downstream of and through bridges. 6. Bridges are to be designed with the lowest point (low beam) low chord at least two feet (2’) above the water surface elevation of the design storm. B. A scour analysis shall be submitted with bridge design plans. 1. Projected changes in channel stability upstream and downstream of the structure shall be evaluated when establishing the structure type, channel grades and crossing geometry. Appropriate stabilization measures are required. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 36 6.11. Energy Dissipators A. The Engineer shall be responsible for all energy dissipation designs. B. Rock rip-rap or gabion baskets or mattresses are required for energy dissipation. Other designs may be considered. C. All energy dissipation designs shall include supporting calculations showing the design is adequate. The Town may require the Engineer to provide a hydraulic model as supporting documentation. D. All energy dissipators should be designed to facilitate future maintenance. The design of outlet structures in or near parks or residential areas shall give special consideration to appearance and shall be approved by the Deputy Director of Engineering Services. 6.12. Floodplain Development Criteria A. No new construction is allowed in floodplain areas, but construction is allowed in those areas that have been reclaimed from the floodplain. No new construction will be allowed in floodways. B. Floodplain alteration shall be allowed only if all the following criteria are met: 1. Flood studies shall include flows generated for existing conditions and fully-developed conditions for the 2, 5, 10, 25, and 100-year storm events. 2. Alterations of the floodplain shall not increase the water surface elevation of the design flood of the creek on other properties. 3. Alterations shall be in compliance with FEMA guidelines. 4. Alterations shall result in no loss of valley storage for a Major Creek, as defined by the Subdivision Ordinance, and a fifteen percent (15%) maximum loss of valley storage for any other tributary for any reach, except at bridge and culvert crossings where it can be proven that there are no detrimental effects downstream. 5. Any alteration of floodplain areas shall not cause any additional expense in any current or projected public improvements, including maintenance. a. Alterations are prohibited if done in manner to restrict ability to build safe, efficient hike and bike trail system as determined by the Town (for areas indicated on master hike and bike trail master plan) or where it substantially increases the cost of such trail construction. 6. The floodplain shall be altered only to the extent permitted by equal conveyance on both sides of the natural channel, as defined by the United States Army Corps of Engineers (USACE) in a HEC-RAS analysis. The right of equal conveyance applies to all owners and uses. Including greenbelt, park areas, and recreational areas. Owners may relinquish their right to equal conveyance by providing a written agreement to the Deputy Director of Engineering Services. 7. A grading permit shall be required to perform any grading activities on site. 8. The toe of any fill shall parallel the natural direction of flow. 9. Grading activities in the floodplain shall incorporate and consider other Town planning documents and ordinances. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 37 C. The above criteria shall be met before any floodplain alteration may occur. Typical projects requiring a floodplain alteration including placing fill (whether or not it actually raises the property out of the floodplain) constructing a dam, straightening channel sections, making improvements (substantial or otherwise), to existing structures in a floodplain in which the existing outside dimensions of the structure are increased, and temporary storage of fill materials, supplies equipment. D. In general, the information needed for the application shall be performing by running a backwater model, such as HEC-2 or HEC-RAS, and a flood routing model, such as TR-20, HEC-1, or HEC-HMS. Unless a pre-existing model is in place, HEC-HMS and HEC-RAS shall be used. The back-water information shall be used to determine that upstream water surface elevations and erosive velocities have not increased. Flood routing information shall be used to ensure that the cumulative effects of the reduction in floodplain storage of floodwater will not cause downstream increases in water surface elevations and erosive velocities. E. The Engineer is responsible for providing documentation of the relevant USACE approved permits prior to beginning modification to the floodplain, or for providing a signed and sealed statement detailing why such permits are unnecessary. F. Verification of Floodplain Alterations: 1. Prior to final acceptance by the Town for a certified statement shall be prepared by a Licensed Professional Engineer showing that all lot elevations, as developed within the subject project, meet the required minimum finished floor elevations shown on the construction plans. This certification shall be filed with the Deputy Director of Engineering Services. 2. In addition, at any time in the future when a building permit is desired for existing platted property which is subject to flooding or carries a specified or recorded minimum finished floor elevation, a Registered Professional Land Surveyor shall survey the property prior to obtaining a building permit if not previously certified as required per 6.12.F.1. The certified survey data showing the property to be at or above the specified elevation shall be furnished to the Deputy Director of Engineering Services for approval. Certification of compliance with the provisions of this ordinance pertaining to specified finished floor elevations shall be required. 3. The owner/developer shall furnish, at his expense, to the Deputy Director of Engineering Services sufficient engineering information to confirm that the minimum finished floor elevations proposed are as required by this ordinance. Construction permits will not be issued until a Conditional Letter of Map Revision (CLOMR) or amendment has been accepted by the Deputy Director of Engineering Services for submittal to FEMA. Letters of Map Revision (LOMR) shall be submitted to the Deputy Director of Engineering Services for submittal to FEMA prior to final acceptance of the project. The contractor shall supply to the Deputy Director of Engineering Services all necessary documentation and fees to be forwarded to FEMA for application for a Letter of Map Amendment (LOMA) if the LOMR has not yet become effective. 4. All submittals to FEMA shall be routed through the Engineering Department for review prior to FEMA submittal. Upon approval, the owner/developer will provide the Town with a copy of the CLOMR or LOMR submittal for Town records. 5. All response to FEMA comments shall be submitted to the Town prior to submittal to FEMA. The Town will review the response to comments in a timely manner. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 38 6.13. Drainage Easements A. The following minimum width exclusive drainage easements are required when facilities are not located within public right-of-way or easements: 1. Storm sewers are to be located within the center of a fifteen-foot (15’) drainage easement or one and a half (1.5) times the depth plus the width of the structure rounded up to the nearest five feet (5’), whichever is greater. a. Drainage easements shall not be split longitudinally by property lines and shall fall entirely on one lot in residential developments. b. Drainage easements shall not be split longitudinally by property lines and shall fall entirely on one lot in non-residential developments unless under pavement and incorporated into a “Fire lane, Access, Drainage, and Utility Easement”. 2. Flumes for overflow paths are to be located with the edge being a minimum of one foot (1’) off the property line within a minimum ten-foot (10’) drainage easement entirely located on one lot. a. Overflow flumes may be located in same drainage easement for underground storm pipe where applicable. b. Where upstream basin requiring overflow flume is less than 1 acre, drainage easement may be centered down property line of two residential lots. Fences shall be allowed to be anchored in center of flume but done in manner to not restrict overall flow. B. Storm sewer lines are considered public if they cross property lines and collect runoff from adjacent properties. Drainage easements shall be dedicated to the Town when a drainage system crosses a property line. For single-family residential developments, storm sewer lines shall not cross residential lots unless approved by the Deputy Director of Engineering Services. C. Drainage Easements shall be dedicated for all floodplains and shall include an erosion hazard setback to reduce the potential for damage due to erosion of the bank. D. Drainage Easements shall be dedicated for all detention facilities. 6.14. Miscellaneous Drainage Requirements A. Lot-to-Lot Drainage Residential lot-to-lot surface drainage is strictly prohibited. Exceptions include areas needed for positive overflow located within drainage easements and as approved by the Deputy Director of Engineering Services. Figure 6.8 is provided below for reference when performing lot grading designs. Lot grading type and finished floor elevations shall be shown on the construction plans. Type B and Type C Lot Grading must back to alleys, open space, or a drainage easement. Type C Lot Grading may only be used with approval from the Deputy Director of Engineering Services. Refer to the International Residential Building Code (IRC) Section 401.3 for additional requirements. Commercial lot-to-lot surface drainage is prohibited unless easements have been put in place and is approved by the Deputy Director of Engineering Services. Item 5f      ENGINEERING DESIGNS STANDARDS  6 - 39 FIGURE 6.8 Typical Lot Grading Patterns B. The minimum finished floor elevation for any lot adjacent to a drainage feature shall be two feet (2’) above the adjacent 100-year fully developed water surface elevation and shall be shown on the final plat. C. Should mitigation be required under Section 404 of the Clean Water Act, the areas shall be identified on the engineering construction plans. Item 5f 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 – October 10, 2017 Agenda Item: Consider and act upon authorizing the Town Manager to execute an Agreement to Contribute Right of Way Funds between the Texas Department of Transportation and the Town of Prosper, Texas, related to the construction of FM 2478 (Custer Road) from US 380 to FM 1461. Description of Agenda Item: In order for the Texas Department of Transportation to construct FM 2478 from US 380 to FM 1461, the state will soon begin acquiring the necessary right-of-way and adjusting existing utilities to prepare for the widening of the roadway. In accordance with state funding participation, defined in Title 43 of the Texas Administrative Code, the Town of Prosper is required to provide a local match equal to ten percent (10%) of the estimated $2,176,643 cost of the right-of-way to be acquired by the state within the Town limits of Prosper. The agreement attached is a standard state agreement that obligates the Town to participate in the funding of the right-of-way acquisition. Budget Impact: In accordance with the attached agreement, the Town of Prosper is obligated to provide to the state $217,664.30 on the following schedule: •$80,000.00 with execution of agreement •$68,832.15 on or before November 1, 2018 •$68,832.15 on or before November 1, 2019 The initial payment of $80,000 was included in the FY 2018 Adopted Budget (Account Number 660- 6610-50-00-1805-ST ). Subsequent payments will be budgeted in FY 2019 and FY 2020. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the agreement as to form and legality. Attached Documents: 1.Agreement to Contribute Right of Way Funds Town Staff Recommendation: Town staff recommends that the Town Council authorize the Town Manager to execute an Agreement to Contribute Right of Way Funds between the Texas Department of Transportation and the Town of Prosper, Texas, related to the construction of FM 2478 (Custer Road) from US 380 to FM 1461. Prosper is a place where everyone matters. ENGINEERING Item 5g Page 2 of 2 Proposed Motion: I move to authorize the Town Manager to execute an Agreement to Contribute Right of Way Funds between the Texas Department of Transportation and the Town of Prosper, Texas, related to the construction of FM 2478 (Custer Road) from US 380 to FM 1461. Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Item 5g Page 1 of 1 To: Mayor and Town Council From: Alex Glushko, AICP, Senior Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – October 10, 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 is the Preliminary Site Plan that was acted on by the Planning & Zoning Commission at their October 3, 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.Preliminary Site Plan for Shops at Prosper Trail Attachment Summary: Project Name Type Location Building Size Existing/ Proposed Uses Known Tenant(s) Shops at Prosper Trail PSP Northeast Corner of Prosper Trail and Preston Road 252,438 square feet, total (10 buildings) Retail / Restaurant / Office Various Tenants 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 5h NORRIS REX MICHAEL & NANCY DAWN RAEWOOD ON PRESTON(CPR) BLK A, LOT 1 BIVEN RANDALL J & ATHENA RAEWOOD ON PRESTON(CPR) BLK A, LOT 2 BENNET MICHAEL RAEWOOD ON PRESTON(CPR) BLK A, LOT 3 NELSON TAMIE W RAEWOOD ON PRESTON(CPR) BLK A, LOT 4 RUSSEL WENDY RAEWOOD ON PRESTON(CPR) BLK A, LOT 5 FEGLEY ROBERT A RAEWOOD ON PRESTON(CPR) BLK A, LOT 6 VICTRON STORES LP PRESON 48(CPR) BLK A, LOT 3VIEWPOINT BANK SADDLE CREEK COMMERIAL(CPR) BLK A, LOT 1 PA C K S A D D L E T R A I L CI R C L E J T R A I L SADDLE CREEK INVESTMENTS LTD SADDLE CREEK COMMERIAL(CPR) BLK A, LOT 2 PARADA LO N E ST A R D R . RETAIL 5,000 SF RETAIL 4,600 SF WALKWAY COVERED PATIO PROPOSED 8' MASONRY SCREENING WALL PROPOSED 8' MASONRY SCREENING WALL PROPO S E D 8 ' M A S O N R Y S C R E E N I N G W A L L PR O P O S E D 8 ' M A S O N R Y S C R E E N I N G W A L L PROPOSED 8' MASONRY SC R E E N I N G W A L L ON L Y ON L Y ON L Y ON L Y ON L Y ON L Y O N L Y O N L Y 4 3 2 1 EX. R.O.W. E X . R . O . W . ZONING: 0 PD-31 ZONING:SF-15 ZONING: SF-15 S-1 STATE HIGHWAY 289 (PRESTON ROAD) (variable width right-of-way) PR O S P E R T R A I L (v a r i a b l e w i d t h r i g h t - o f - w a y ) PHARMACY DRIVE-THRU GENERATOR COMPACTOR OUTDOOR SALES AND DISPLAY AREA 8,000 SF PATIO AREA FDC TURN LANE TURN LANE (BY OTHERS)TURN LANE TURN LANE TURN LANE 14' SCREENWALL LOADING DOCK OFFSITE UTILITIES BY OTHERS DEVELOPMENT CANNOT COMMENCE UNTIL OFFSITES ARE APPROVED PROPOSED ROAD TO BE CONSTRUCTED BY DEVELOPER OF SINGLE FAMILY DEVELOPMENT REQUIRED IN ORDER TO DEVELOP LOT 9 14' SCREENWALL LOADING DOCK HEADLIGHT SCREENING TO BE PROVIDED PER THE ZONING ORDINANCE HEADLIGHT SCREENING TO BE PROVIDED PER THE ZONING ORDINANCE FUTURE TURN LANE BY OTHERS DEVELOPER TO ESCROW FUNDS FOR CONSTRUCTION TURN LANE FIRE HYDRANT NOT PART OF PH1 CLICK LIST DRIVE-THRU DUMPSTER ENCLOSURE CONSTRUCTED TO MATCH MAIN BUILDING GENERATOR TO BE SCREENED ON ALL SIDES AT TIME OF INSTALLATION SCREEN WALL CONSTRUCTED TO MATCH MAIN BUILDING SANITARY SEWER EASEMENT SANITARY SEWER EASEMENT SANITARY SEWER EASEMENT SANITARY SEWER EASEMENT SANITARY SEWER EASEMENT SANITARY SEWER & WATER EASEMENT SANITARY SEWER & WATER EASEMENT SANITARY SEWER & WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT UTILITY EASEMENT DRAINAGE & WATER EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT ACCESS & UTILITY EASEMENT DRAINAGE & SANITARY SEWER EASEMENT 24' 8' 8' 30 ' 22' 4' 9' 4' 9' 9' 40' 14 0 ' 100' 80' 30' 30 ' 30' 30' 30 ' 30'24' 24' 24 ' 30 ' 24 ' 8' 24 ' 15 0 ' 11 0 ' 24 ' 8' 24 ' 24 5 ' 41 ' 56 1 ' 35 8 ' 20 ' 52'64'245'30'118'84'244'24'8'24'193'94'196'30'28'54'324' 864' 973' 60 ' 24' 24'24'24' 24'24'24'24' 24'24' 24' 24'24'24'24'24'24' 24' 18 ' 20 ' 11 0 ' 30 ' 30 ' 7' 15 0 ' 11 0 ' 10 ' 25' 36' 30 ' 30' DRAINAGE EASEMENT 16 . 5 ' TURN LANE 18 ' 24 ' 9' 2 4 ' 24 ' 24' 14' LOT 9 2.685 AC. (116,969 S.F.) OPEN SPACE ESMT. 0.784 AC. (34,140 S.F.) PART OF LOT 9 LOT 8 1.205 AC. (52,500 S.F.) LOT 7 1.102AC. (48,000 S.F.)LOT 6 1.250 AC. (54,450 S.F.) LOT 3 1.329 AC. (57,900 S.F.) LOT 4 1.122 AC. (48,872 S.F.) LOT 1 12.874 AC. (560,776 S.F.) LOT 5 4.097 AC. (178,481 S.F.) LOT 10 2.081 AC. (90,647 S.F.) FOOD STORE 114,788 SF (NET) MARKETPLACE FFE = 754.00 2 STORY RETAIL/OFFICE 45,000 SF FFE = 756.00 SADDLE CREEK PROSPER HOMEOWNERS ASSOC. INC. C/O SBB MANANGEMENT COMPANY SADDLE CREEK PHASE I BLOCK F, LOT 2X HANKINS JOSHUA & CHRISTINA SADDLE CREEK PHASE I BLOCK F, LOT 20SADDLE CREEK INVESTEMENTS LTD SADDLE CREEK PHASE I BLOCK H, LOT 9 SADDLE CREEK PHASE I BLOCK F, LOT 1X SADDLE CREEK PROSPER HOMEOWNERS ASSOC. INC. C/O SBB MANANGEMENT COMPANY RIPPY ROBERT JR SADDLE CREEK PHASE I BLOCK G, LOT 9 ADAMS DAVID & NAOMI RUTH SADDLE CREEK PHASE I BLOCK G, LOT 10 PARKING EASEMENT 11' NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB 2. DETENTION FOR SITE BEING ADDRESSED BY THE DEVELOPER OF THE FUTURE ADJACENT LOTS 3. SIDEWALK ALONG PROSPER TRAIL TO BE AN 8' HIKE/BIKE TRAIL 4. ALL FIRELANE RADII TO BE 30' UNLESS OTHERWISE NOTED DRIVE THRU DA T E No . RE V I S I O N BY DATE: SHEET File No. 2016-102 9/26/2017 CHECKED: CLC DRAWN:JEV DESIGN: TH E S H O P S A T PR O S P E R T R A I L L O T 1 0 PA R K I N G A D D I T I O N PR O S P E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 MAM PRELIMINARY CLAYMOORE ENGINEERING RE V I S E D P R E L I M I N A R Y S I T E P L A N PSP-1 0 GRAPHIC SCALE 1 inch = ft. 80 80 160 80 40 VICINITY MAP N.T.S. SITE ACCORDING TO MAP NO. 48085C0235J, DATED JUNE 2, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X" (UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. TOWN OF PROSPER SITE PLAN GENERAL NOTES: 1. DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 3. OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE. 4. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN. 5. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE. 6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE DEPARTMENT. 7. FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE DEPARTMENT. 8. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL TIMES. 9. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE. 10. HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. 11. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 12. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND ARE SUBJECT TO BUILDING OFFICIAL APPROVAL. 13. ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN. 14.SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG RESIDENTIAL STREETS, AND BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN STANDARDS. 15. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE APPROVED BY THE ENGINEERING DEPARTMENT. 16. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING RELEASE. 17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED UNDERGROUND. 18. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 19. IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 20. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 21. SITE MUST DEVELOPED IN ACCORDANCE W/ PD-68 *NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE* LEGEND INTEGRAL COLOR CONCRETE COLOR CHROMIX 5059 SORRENTO RED BY SCOFIELD SYSTEMS STAMPED CONCRETE WITH HERRINGBONE PATTERN INTEGRAL COLOR CONCRETE COLOR CHROMIX 5059 SORRENTO RED BY SCOFIELD SYSTEMS PROPOSED FIRE LANE ENHANCED LANDSCAPE SCREENING FOR LOADING DOCK LOADING AREA TRANSFORMER PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT OUTDOOR SALES AREA APPLICANT MATT MOORE, PE CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 TEXAS REGISTRATION #14199 SURVEYOROWNER REVISED PRELIMINARY SITE PLAN SHOPS AT PROSPER TRAIL LOTS 1-10, BLOCK A CASE #D17-0058 Item 5h P R O P O S E D 8 ' M A S O N R Y S C R E E N I N G W A L L 18 ' 24 ' 9' TYP. 24'R15 ' R 1 5 ' R 1 5 ' 24' R 1 5 ' R15 ' 11'14' R15 ' 2. 5 ' P A R K I N G OV E R H A N G 10 ' 5.5' RELOCATED FH PROP. CURB INLET EX. WYE INLET PARKING EASEMENT 5' L A N D S C A P E BU F F E R DA T E No . RE V I S I O N BY DATE: SHEET File No. 2016-102 9/26/2017 CHECKED: CLC DRAWN:JEV DESIGN: TH E S H O P S A T PR O S P E R T R A I L L O T 1 0 PA R K I N G A D D I T I O N PR O S P E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 MAM PRELIMINARY CLAYMOORE ENGINEERING PARKKING ADDITION 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 RE V I S E D P R E L I M I N A R Y S I T E P L A N PSP-1.2 TOWN OF PROSPER SITE PLAN GENERAL NOTES: 1. DUMPSTERS AND TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE. 3. OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING AND GLARE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE. 4. LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN. 5. ALL ELEVATIONS SHALL COMPLY WITH THE STANDARDS CONTAINED WITHIN THE ZONING ORDINANCE. 6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. ALTERNATIVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE DEPARTMENT. 7. FIRE LANES SHALL BE DESIGNED AND CONSTRUCTED PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE DEPARTMENT. 8. TWO POINTS OF ACCESS SHALL BE MAINTAINED FOR THE PROPERTY AT ALL TIMES. 9. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE. 10. HANDICAPPED PARKING AREAS AND BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA) AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING CODE. 11. ALL SIGNAGE IS SUBJECT TO BUILDING OFFICIAL APPROVAL. 12. ALL FENCES AND RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN AND ARE SUBJECT TO BUILDING OFFICIAL APPROVAL. 13. ALL EXTERIOR BUILDING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL APPROVAL AND SHALL CONFORM TO THE APPROVED FAÇADE PLAN. 14.SIDEWALKS OF NOT LESS THAN SIX (6’) FEET IN WIDTH ALONG THOROUGHFARES AND COLLECTORS AND FIVE (5’) IN WIDTH ALONG RESIDENTIAL STREETS, AND BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN STANDARDS. 15. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE APPROVED BY THE ENGINEERING DEPARTMENT. 16. SITE PLAN APPROVAL IS REQUIRED PRIOR TO GRADING RELEASE. 17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED AND/OR RELOCATED UNDERGROUND. 18. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. 19. IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSIFICATION(S) IDENTIFIED ON THE SITE DATA SUMMARY TABLE; HOWEVER, CHANGES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT PERMIT MAY RESULT IN ADDITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 20. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 21. SITE MUST DEVELOPED IN ACCORDANCE W/ PD-68 LEGEND INTEGRAL COLOR CONCRETE COLOR CHROMIX 5059 SORRENTO RED BY SCOFIELD SYSTEMS STAMPED CONCRETE WITH HERRINGBONE PATTERN PROPOSED FIRE LANE PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT 2' PARKING OVERHANG Item 5h Page 1 of 4 To: Mayor and Town Council From: Alex Glushko, AICP, Senior Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – October 10, 2017 Agenda Item: Conduct a Public Hearing, and consider and act upon a request to rezone 2.5+ acres from Downtown Retail (DTR) to Planned Development-Downtown Retail (PD-DTR) to facilitate the development of a food truck park and outdoor entertainment venue (Silo Park), located on the northeast corner of W. Broadway Street and McKinley Street. (Z17-0009). History The Town Council tabled this item at their September 26, 2017, meeting, at the request of the applicant. 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 Downtown Retail Undeveloped Old Town District- Main Street Retail North Downtown Commercial Undeveloped Old Town District- Commercial East Downtown Retail and Single Family-15 Undeveloped Old Town District- Main Street Retail South Downtown Commercial Precision Addition Office/Warehouse Development Old Town District- Mixed Use West Downtown Commercial Commercial Old Town District- Mixed Use The purpose of the proposed PD is to allow for the development of a food truck park and outdoor entertainment venue. The site will include an area to accommodate up to six (6) food trucks, a Prosper is a place where everyone matters. PLANNING Item 7 Page 2 of 4 stage for live entertainment, kids’ play area, and a structure (Beverage Center) to accommodate an office, bar, and restrooms, as shown on Exhibit D. The Beverage Center will offer alcoholic and non-alcoholic beverages, which are subject to Town of Prosper Alcohol Regulations and TABC permitting requirements. Silo Park will occupy the northern half of the subject property with two future retail buildings shown on the remaining southern half along W. Broadway Street. Currently, the Zoning Ordinance does not address this type of food and entertainment development, therefore a Planned Development is being requested to allow for the use, and to address certain development standards associated with the use. Silo Park is proposed as a short-term use in an attempt to determine if it is a sustainable business. The proposed Development Standards (Exhibit C) allow for an initial period of three (3) years. If the property owner wishes to continue the venture longer than three (3) years, the proposed Development Standards require the property owner to request approval of a Specific Use Permit to continue the use. This will allow the Planning & Zoning Commission and the Town Council the opportunity to review the development and consider continuation of the use as well as other options or improvements. As this is seen as a possible short-term venture, the property owner is requesting to deviate from certain requirements of the Zoning Ordinance, including architectural, landscaping, and paving. Future development of the Silo Park site and the retail buildings will be required to meet all applicable architectural, landscaping, and paving requirements. The first deviation is to allow a metal façade on venue structures rather than masonry as the Downtown Retail zoning district requires. The metal façade is for the beverage center and the stage. A wooden shade structure will be constructed along the east side of the building. The second deviation is for perimeter and interior landscaping and tree plantings for the outdoor dining and entertainment venture. The applicant has indicated that they will be providing trees in raised beds on the property, which will allow for removal in the future. The final deviation is for pavement materials. The applicant is proposing 31 off-street parking spaces, which is an appropriate number of the spaces for the use, compared to Frisco’s Rail Yard food truck park, and given the additional on-street parking in the downtown area. The Zoning Ordinance requires that all commercial parking spaces and drive aisles be paved with concrete. The applicant is proposing the use of flex base material for the parking and drive aisles, in lieu of concrete. There are no fire lanes located on the property and the Fire Department has indicated that they will utilize the three adjacent streets in responding to any emergencies. Item 7 Page 3 of 4 In addition, the Silo Park development includes a stage, fencing as shown on Exhibit D, shade structures, the location of which is to be determined, and lighting. The stage has been oriented away from the residential properties to the north and east to minimize any audible nuisances that may occur. Examples of each are as follows: Staff believes this use is appropriate for the Downtown and the deviation of the architectural, landscaping, and paving requirements is reasonable knowing that the property owner will be required to obtain a Specific Use Permit prior to the end of three years, which will allow for re- evaluation. Old Town Assessment, Phase 1 – The Old Town Assessment, Phase 1 Study recommends under the Guiding Principles that: “Old Town should offer Prosper residents and visitors many gathering places, including both outdoor spaces such as plazas and open spaces and indoor places such as restaurants and performance spaces.” Future Land Use Plan – The Future Land Use Plan recommends Old Town District-Main Street Retail for the property; the proposed Planned Development conforms to the Future Land Use Plan. Thoroughfare Plan – The property has direct access to McKinley Street, a future 60-foot, 2-lane, undivided roadway, and West Broadway Street, a future 100-foot, 2-lane, undivided roadway. The zoning exhibit complies with the Thoroughfare Plan. Item 7 Page 4 of 4 Water and Sanitary Sewer Services – Water and sanitary sewer services are directly adjacent to the property. Access – The property has access to West Fifth Street, McKinley Street, and West Broadway Street. Adequate access is provided to the property. Schools – This property is served by the Prosper Independent School District. It is not anticipated that a school site will be needed on this property. Parks – It is not anticipated that this property will be needed for the development of a park. Environmental Considerations – No 100-year floodplain exists on the property. Legal Obligations and Review: Notification was provided to neighboring property owners, as required by state law. Town staff has not received a Public Hearing Notice Reply Form. Attached Documents: 1. Aerial and Zoning Maps 2. Proposed Exhibits A, B, C, D, and E Planning & Zoning Commission Recommendation: At their September 5, 2017 meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 5-0. Even though it was not part of their motion, the Commissioners requested the applicant consider a higher quality exterior material on the Beverage Center. Town Staff Recommendation: Town staff recommends the Town Council approve the rezoning request. Proposed Motion: I move to approve the request to rezone 2.5+ acres from Downtown Retail (DTR) to Planned Development-Downtown Retail (PD-DTR) to facilitate the development of a food truck park and outdoor entertainment venue (Silo Park), located on the northeast corner of W. Broadway Street and McKinley Street. Item 7 Z17-0009 FIFTH ST MA I N S T BROADWAY ST SIXTH ST MC K I N L E Y S T THIRD ST C O L E M A N S T ±0 90 180 27045Feet Item 7 Z17-0009 FIFTH ST MA I N S T BROADWAY ST SIXTH ST MC K I N L E Y S T THIRD ST C O L E M A N S T DTC DTR SF-15 SF-15DTO DTO C DTR DTR DTR DTR C DTO SF-15 SF-15±0 90 180 27045Feet Item 7 SILO PARK PROSPER, TEXAS Item 7 Item 7 ////// /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// / / / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// ////// /// /// ///////////////////////////////////////////////////////////////////// / / / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// ////// ////////////////////////////////////////////////////// WEST 5TH S T R E E T ASPHALT S U R F A C E MC K I N L E Y S T R E E T AS P H A L T SU R F A C E W BRO A D W A Y S T R E E T CONCR E T E A N D A S P H A L T SURFA C E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 6 5 5 6 5 6 65 5 65 4 65 5 65 6 657 6 5 8 65 4 65 5 65 6 6 5 7 65 8 6 5 4 65 5 655 655 656 656 6 5 8 658 CR O C K E T T S T R E E T NO S U R F A C E 30 ' R . O . W . VO L . 1 1 6 , P G . 1 6 2 P. R . C . C . T . CIRS 1/2" IRF 1/2" IRF 1/2" IRF TBM #1 MAG NAIL SET Z= 654.99' TBM #2 MAG NAIL SET Z= 657.70' TBM #3 MAG NAIL SET Z= 654.44' ////// /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// / / / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// ////// /// /// ///////////////////////////////////////////////////////////////////// / / / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// ////// ////////////////////////////////////////////////////// WEST 5TH S T R E E T ASPHALT S U R F A C E MC K I N L E Y S T R E E T AS P H A L T SU R F A C E W BRO A D W A Y S T R E E T CONCR E T E A N D A S P H A L T SURFA C E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 6 5 5 6 5 6 65 5 65 4 65 5 65 6 657 6 5 8 65 4 65 5 65 6 6 5 7 65 8 6 5 4 65 5 655 655 656 656 6 5 8 658 CR O C K E T T S T R E E T NO S U R F A C E 30 ' R . O . W . VO L . 1 1 6 , P G . 1 6 2 P. R . C . C . T . CIRS 1/2" IRF 1/2" IRF 1/2" IRF TBM #1 MAG NAIL SET Z= 654.99' TBM #2 MAG NAIL SET Z= 657.70' TBM #3 MAG NAIL SET Z= 654.44' PROSPER CO-OP GIN ASSOCIATION VOL. 853, PG. 336 D.R.C.C.T. GROSS 2.45 ACRES NET 2.21 ACRES EXISTING ZONING: DOWNTOWN RETAIL PROPOSED ZONING: PD ±1 8 . 2 ' 21 ' ±2 3 . 1 ' ±2 3 . 4 ' ±21.2' ±20.3' 30' R.O.W. MITCHELL'S ADDITION VOL. 107, PG. 588 D.R.C.C.T. PART OF BLOCK 1 WATCH MANAGEMENT LLP CC#20071114001544900 O.P.R.C.T. COLLIN COUNTY SCHOOL LAND #12 VOL. 108, PG. 430 D.R.C.C.T. BLOCK 7, TRACT 89 RAY & SHARON LOVELESS CC#2000-0128544 D.R.C.C.T. BRYANTS #01 ADDITION VOL. 116, PG. 162 D.R.C.C.T. LOTS 1-4, BLOCK 1 EVANGELINA G. SANMINGUEL CC#20080218000188910 O.P.R.C.T. BRYANTS #01 ADDITION VOL. 116, PG. 162 D.R.C.C.T. LOTS 21-23, BLOCK 1 DAN CHRISTIE CC#2003-0215743 O.P.R.C.T. BRYANTS #01 ADDITION VOL. 116, PG. 162 D.R.C.C.T. LOTS 1 & 2, BLOCK 3 BILL REYNOLDS VOL. 1906, PG. 153 D.P.R.C.T. LOT 2 MATTHEW S. SAVOY CC#97-0012003 D.R.C.C.T. LOT 1 MATTHEW S. SAVOY CC#97-0012003 D.R.C.C.T. PRECISION ADDITION CAB. 1, SLIDE 132 D.R.C.C.T. RAILROAD PROSPER ADDITION VOL. 108, PG. 540 D.R.C.C.T. BLOCKS 28 & 29 ASSOCIATED GRAIN PRODUCERS, L.L.C. CC#2000-0043786 D.P.R.C.T. LOT 1A, BLOCK 27 SARAH NELL MORRIS TEMPLIN VOL. 5132, PG. 4351 D.R.C.C.T. RAILROAD PROSPER ADDITION VOL. 108, PG. 540 D.R.C.C.T. LOT 1F, BLOCK 27 TRACT 1 BRANDON & JAN VAN VOLKENBURGH CC#20060118000072230 O.P.R.C.C.T. LOT 1C, BLOCK 27 SARAH NELL MORRIS TEMPLIN CC#2006011800072230 O.P.R.C.C.T. LAND USE: VACANT ZONING: DOWNTOWN COMMERCIAL LAND USE: SINGLE FAMILY RESIDENTIAL ZONING: DOWNTOWN OFFICE LAND USE: SINGLE FAMILY RESIDENTIAL ZONING: SINGLE FAMILY LAND USE: VACANT ZONING: COMMERCIAL LAND USE: ENTOURAGE MOTORS ZONING: DOWNTOWN RETAIL LAND USE: WAREHOUSE ZONING: DOWNTOWN COMMERCIAL LAND USE: STORAGE SILO ZONING: DOWNTOWN COMMERCIAL LAND USE: WAREHOUSE ZONING: DOWNTOWN COMMERCIAL LAND USE: AUTO REPAIR ZONING: DOWNTOWN COMMERCIAL LAND USE: DESIGNER ROOFING ZONING: DOWNTOWN COMMERCIAL LAND USE: DESIGNER ROOFING ZONING: DOWNTOWN COMMERCIAL 10 0 ' R. O . W . 50' R.O.W. 50 ' R. O . W . N78°36' 5 3 " W 375.19' N1 1 ° 2 5 ' 4 7 " E 29 9 . 8 5 ' S82°35'57"E 311.49' S0 ° 0 5 ' 1 8 " W 32 7 . 8 5 ' ±373' TO S. MAIN ST. ±371' TO S. MAIN ST. ±1 0 2 4 . 3 ' T O W . F I R S T S T . 5' R . O . W . DE D I C A T I O N 5' R.O. W . DEDICA T I O N 20 ' R . O . W . DE D I C A T I O N DA T E No . RE V I S I O N BY DATE: SHEET File No. 2017-102 8/2/2017 CHECKED: JEV DRAWN:JEV DESIGN: SI L O P A R K PR O S P E R C O - O P G I N A S S O C I A T I O N VO L . 8 5 3 , P G . 3 3 6 D. R . C . C . T . PR O S P E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M PL O T T E D B Y : JV A L D E Z PL O T D A T E : 8 / 4 / 2 0 1 7 1 0 : 4 7 A M LO C A T I O N : C : \ E G N Y T E \ S H A R E D \ P R O J E C T S \ 2 0 1 7 - 1 3 4 B R O A D W A Y F O O D T R U C K P A R K \ C A D D \ E X H I B I T \ E X H I B I T - A . D W G LA S T S A V E D : 8 / 3 / 2 0 1 7 9 : 5 2 P M TEXAS REGISTRATION #14199 MAM PRELIMINARY CLAYMOORE ENGINEERING EX H I B I T A EXH-A COUNTY SURVEY:ABSTRACT NO. COLLIN COLLIN COUNTY SCHOOL LAND SURVEY 147 CITY:STATE: TOWN OF PROSPER TEXAS LEGAL DESCRIPTION: DEVELOPER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 SOUTH ELM STREET DENTON, TX 76201 PH: 940.222.3009 SILO PARK LLC 1061 N. COLEMAN, SUITE 90 PROSPER, TEXAS 750578 PH: 214.725.1104 PROSPER CO-OP GIN ASSOCIATION VOL. 853, PG. 336 D.R.C.C.T. SILO PARK CONTACT NAME: DOUG WALKER CONTACT NAME: MATT MOORE CONTACT NAME: LARRY SPRADLING EXHIBIT A CASE #: 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 ACCORDING TO MAP NO. 48085C0235J, DATED JUNE 2, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X" (UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. FLOODPLAIN NOTE BENCHMARK NOTES: 1. THE BEARINGS SHOWN ON THIS SURVEY WERE DERIVED FROM WESTERN DATA SYSTEMS RTK NETWORK AND ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE (4202) AND ARE BASED O THE AMERICAN DATUM OF 1983, 2011 ADJUSTMENT 2. ELEVATIONS ARE BASED ON NAVD88, REFERENCED TO NAD83, 2011 ADJUSTMENT AND WERE DERIVED FROM WESTERN DATA SYSTEMS RTK NETWORK *NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE* N N.T.S. VICINITY MAP SITE E 1ST ST N P R E S T O N R D E BROADWAY ST S C O L E M A N S T S C R A I G R D MC K I N L E Y S T E PROSPER TRAIL LEGEND ZONING BOUNDARY EXHIBIT A Item 7 Z17-0009 EXHIBIT B STATEMENT OF INTENT AND PURPOSE Silo Park is to be a new gathering place in the shadows of the railroad silos in the Old Town District of Prosper, Texas. It will provide a wide selection of food, beverages, and entertainment in a family friendly environment. The guests are invited to stay and socialize. With the feel of a backyard party with dozens of your closest friends, guests can sit back, relax and enjoy a memorable social experience. Silo Park will be a food truck park and entertainment venue situated on the northeast corner of W. 5th Street and N. McKinley Street in the Old Town District of Prosper, Texas. The park will have room for six full size food trucks, outdoor seating, a stage for live music and performances, a designated kid’s area, and a freestanding beverage center with restrooms. Item 7 Z17-0009 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. A. Use of Land and Buildings. The Tract shall develop in accordance with the uses permitted in the Downtown Retail (DTR) District as indicated in the Schedule of Uses in the Town’s Zoning Ordinance, as it exists or may be amended, except as follows: 1. Temporary Food Truck Park and Outdoor Entertainment Venue a. For an initial term of three (3) years from the date of approval of this Planned Development, the site may develop as a food truck park and outdoor entertainment venue as shown in Exhibit D. b. If the developer wishes to continue the use of the site as a food truck park and outdoor entertainment venue beyond the initial three-year term, the developer shall make an application for a Specific Use Permit for the venue prior to the expiration of the initial three year term. c. Alcoholic beverage sales shall be subject to all applicable Town of Prosper regulations and TABC permitting requirement. d. Following discontinuation of use all improvements shall be removed from the property and the property returned to pre-developed conditions within a period of time no great than 90 days. B. Regulations Except as noted below, the Tract shall develop in accordance with the development standards for the Downtown Retail (DTR) District, as it exists or may be amended. 1. Architecture – The exterior masonry façade requirements of Chapter 4, Sections 8 and 9.8 of the Town’s Zoning Ordinance, as it exists or may be amended, shall not apply to the proposed structures located in the food truck park and outdoor entertainment venue, as shown on Exhibit D. Future redevelopment of the venue site shall be in full compliance with all Zoning Ordinance requirements. The two future retail buildings shown on Exhibit D shall fully comply with Zoning Ordinance requirements at the time of development. 2. Landscaping – Requirements of Chapter 4, Section 2 shall not apply to the proposed food truck park and outdoor entertainment venue in accordance with Exhibit D. Future redevelopment of the venue site shall be in full compliance with all Zoning Ordinance Item 7 requirements. The two future retail buildings shown on Exhibit D shall fully comply with Zoning Ordinance requirements at the time of development. 3. Parking and Paving – The number of required off-street parking spaces shall be provided in accordance with the parking shown on Exhibit D. The use of flex base material for the parking and drive aisles associated with the food truck park and outdoor entertainment venue shall be permitted. Future redevelopment of the venue site shall be in full compliance with all Zoning Ordinance requirements. Parking and drive aisles associated with the two future retail buildings shown on Exhibit D shall fully comply with the Town’s Zoning Ordinance, as it exists or may be amended, and the Town’s Design Standards and Specifications, as it exists or may be amended, at the time of development. C. Proposed Site Improvements The following site improvements shall be permitted as follows. 1. Beverage Center The main structure on the site will be a 30 foot by 50 foot, 1,500 square foot, metal frame building with metal siding and a metal roof on a concrete slab. The building will have two ten-foot wide roll up doors along one side and one entry door on the end of the building. The structure will contain a business office, restrooms, a bar, and seating. Item 7 2. Patio Extension A covered patio will be constructed along the length of the 50-foot Beverage Center building and extend outward approximately 20 feet, as shown below. The materials and means of construction of the patio cover shall comply with Town’s Building Codes. The ground surface below patio cover will consist of decomposed granite. 3. Live Music Stage A stage associated with the food truck park and outdoor entertainment venue may be constructed on the site and will be approximately 20 feet by 20 feet in area and constructed with a wooden frame and corrugated metal sides and roof as shown below. Item 7 4. Site Fencing Site fencing associated with the food truck park and outdoor entertainment venue shall be five (5) feet in height and shall consist of vinyl coated chain link fencing with coated posts as shown below. 5. Shade Structures Shade structures associated with the food truck park and outdoor entertainment venue may be constructed on an as-needed basis. These structures, as shown below, will be approximately 12 feet by 12 feet in area as shown below. Item 7 6. Venue Lighting Venue site lighting will consist mostly of string lighting extending across the site. Examples of the method of lighting are shown below. Lighting will be subject to Chapter 4, Section 6 of the Town’s Zoning Ordinance, as it exists or may be amended. 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CIRS 1/2" IRF 1/2" IRF 1/2" IRF TBM #1 MAG NAIL SET Z= 654.99' TBM #2 MAG NAIL SET Z= 657.70' TBM #3 MAG NAIL SET Z= 654.44' /// /// ////// /// /// /// /// /// /// /// /// /// /// // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// / / / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// / / / / / / / / / /// /// /// /// /// /// /// /// /// /// ////// /// //////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// //////////////////////////////////////////////////////////// WEST 5TH S T R E E T ASPHALT S U R F A C E MC K I N L E Y S T R E E T AS P H A L T SU R F A C E W BRO A D W A Y S T R E E T CONCR E T E A N D A S P H A L T SURFA C E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 6 5 5 6 5 6 65 5 65 4 65 5 65 6 657 6 5 8 65 4 65 5 65 6 6 5 7 65 8 6 5 4 65 5 655 655 656 656 6 5 8 658 CR O C K E T T S T R E E T NO S U R F A C E 30 ' R . O . W . VO L . 1 1 6 , P G . 1 6 2 P. R . C . C . T . CIRS 1/2" IRF 1/2" IRF 1/2" IRF TBM #1 MAG NAIL SET Z= 654.99' TBM #2 MAG NAIL SET Z= 657.70' TBM #3 MAG NAIL SET Z= 654.44' PROSPER CO-OP GIN ASSOCIATION VOL. 853, PG. 336 D.R.C.C.T. 2.45 ACRES (106,897 SF) EXISTING ZONING: DOWNTOWN RETAIL PROPOSED ZONING: PD ±1 8 . 2 ' 21 ' ±2 3 . 1 ' ±2 3 . 4 ' ±21.2' ±20.3' 30' R.O.W. MITCHELL'S ADDITION VOL. 107, PG. 588 D.R.C.C.T. PART OF BLOCK 1 WATCH MANAGEMENT LLP CC#20071114001544900 O.P.R.C.T. COLLIN COUNTY SCHOOL LAND #12 VOL. 108, PG. 430 D.R.C.C.T. BLOCK 7, TRACT 89 RAY & SHARON LOVELESS CC#2000-0128544 D.R.C.C.T. BRYANTS #01 ADDITION VOL. 116, PG. 162 D.R.C.C.T. LOTS 1-4, BLOCK 1 EVANGELINA G. SANMINGUEL CC#20080218000188910 O.P.R.C.T. BRYANTS #01 ADDITION VOL. 116, PG. 162 D.R.C.C.T. LOTS 21-23, BLOCK 1 DAN CHRISTIE CC#2003-0215743 O.P.R.C.T. BRYANTS #01 ADDITION VOL. 116, PG. 162 D.R.C.C.T. LOTS 1 & 2, BLOCK 3 BILL REYNOLDS VOL. 1906, PG. 153 D.P.R.C.T. LOT 2 MATTHEW S. SAVOY CC#97-0012003 D.R.C.C.T. LOT 1 MATTHEW S. SAVOY CC#97-0012003 D.R.C.C.T. PRECISION ADDITION CAB. 1, SLIDE 132 D.R.C.C.T. RAILROAD PROSPER ADDITION VOL. 108, PG. 540 D.R.C.C.T. BLOCKS 28 & 29 ASSOCIATED GRAIN PRODUCERS, L.L.C. CC#2000-0043786 D.P.R.C.T. LOT 1A, BLOCK 27 SARAH NELL MORRIS TEMPLIN VOL. 5132, PG. 4351 D.R.C.C.T. RAILROAD PROSPER ADDITION VOL. 108, PG. 540 D.R.C.C.T. LOT 1F, BLOCK 27 TRACT 1 BRANDON & JAN VAN VOLKENBURGH CC#20060118000072230 O.P.R.C.C.T. LOT 1C, BLOCK 27 SARAH NELL MORRIS TEMPLIN CC#2006011800072230 O.P.R.C.C.T. LAND USE: VACANT ZONING: DOWNTOWN COMMERCIAL LAND USE: SINGLE FAMILY RESIDENTIAL ZONING: DOWNTOWN OFFICE LAND USE: SINGLE FAMILY RESIDENTIAL ZONING: SINGLE FAMILY LAND USE: VACANT ZONING: COMMERCIAL LAND USE: ENTOURAGE MOTORS ZONING: DOWNTOWN RETAIL LAND USE: WAREHOUSE ZONING: DOWNTOWN COMMERCIAL LAND USE: STORAGE SILO ZONING: DOWNTOWN COMMERCIAL LAND USE: WAREHOUSE ZONING: DOWNTOWN COMMERCIAL LAND USE: AUTO REPAIR ZONING: DOWNTOWN COMMERCIAL LAND USE: DESIGNER ROOFING ZONING: DOWNTOWN COMMERCIAL LAND USE: DESIGNER ROOFING ZONING: DOWNTOWN COMMERCIAL 10 0 ' R. O . W . 50' R.O.W. 50 ' R. O . W . N78°36' 5 3 " W 375.19' N1 1 ° 2 5 ' 4 7 " E 29 9 . 8 5 ' S82°35'57"E 311.49' S0 ° 0 5 ' 1 8 " W 32 7 . 8 5 ' ±373' TO S. MAIN ST. ±371' TO S. MAIN ST. ±1 0 2 4 . 3 ' T O W . F I R S T S T . 3 0 ' 50' 2 0 ' PROP. BAR 1,500 SF PATIO 1,000 SF 20 ' 20' STAGE 50' 25 ' FUTURE RETAIL 11,250 SF COVERED PATIO 1,005 SF FUTURE RETAIL 9,375 SF 75 ' 75 ' 125' 150' KID AREA FOOD TRUCK PARKING 18' 18' 25 ' 276.7' ±406.8' TO S. MAIN ST. OPEN SPACE OPEN SPACE 5' R . O . W . DE D I C A T I O N 5' R.O. W . DEDICA T I O N 20 ' R . O . W . DE D I C A T I O N 18 ' 24 ' 9' TYP. 24' R 1 5 ' R15 ' R 1 5 ' R15' R30' R 3 0 ' R15 ' R 1 5 ' R1 5 ' R 1 5 ' 18 ' 14' 1 3 ' 15' DUMPSTER ENCLOSURE TO BE SCREENED BY WOOD FENCE 3 0 ' 18' 24' 18' 9' TY P . 13 5 . 8 ' 17 5 . 4 ' 171.45' 191.4' DA T E No . RE V I S I O N BY DATE: SHEET File No. 2017-102 8/23/2017 CHECKED: JEV DRAWN:JEV DESIGN: SI L O P A R K PR O S P E R C O - O P G I N A S S O C I A T I O N VO L . 8 5 3 , P G . 3 3 6 D. R . C . C . T . PR O S P E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 MAM PRELIMINARY CLAYMOORE ENGINEERING EX H I B I T D EXH-D COUNTY SURVEY:ABSTRACT NO. COLLIN COLLIN COUNTY SCHOOL LAND SURVEY 147 CITY:STATE: TOWN OF PROSPER TEXAS LEGAL DESCRIPTION: DEVELOPER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 SOUTH ELM STREET DENTON, TX 76201 PH: 940.222.3009 SILO PARK LLC 1061 N. COLEMAN, SUITE 90 PROSPER, TEXAS 750578 PH: 214.725.1104 PROSPER CO-OP GIN ASSOCIATION VOL. 853, PG. 336 D.R.C.C.T. CONTACT NAME: DOUG WALKER CONTACT NAME: MATT MOORE CONTACT NAME: LARRY SPRADLING EXHIBIT D CASE #: 217-0009 0 GRAPHIC SCALE 1 inch = ft. 30 30 60 30 15 ACCORDING TO MAP NO. 48085C0235J, DATED JUNE 2, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF COLLIN COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X" (UNSHADED) AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. BENCHMARK NOTES: 1. THE BEARINGS SHOWN ON THIS SURVEY WERE DERIVED FROM WESTERN DATA SYSTEMS RTK NETWORK AND ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE (4202) AND ARE BASED O THE AMERICAN DATUM OF 1983, 2011 ADJUSTMENT 2. ELEVATIONS ARE BASED ON NAVD88, REFERENCED TO NAD83, 2011 ADJUSTMENT AND WERE DERIVED FROM WESTERN DATA SYSTEMS RTK NETWORK *NO 100-YEAR FLOODPLAIN EXISTS ON THE SITE* N.T.S. VICINITY MAP SITE E 1ST ST N P R E S T O N R D E BROADWAY ST S C O L E M A N S T S C R A I G R D MC K I N L E Y S T E PROSPER TRAIL LEGEND PROPOSED FLEXBASE PROPOSED DECOMPOSED GRANITE FUTURE DEVELOPMENT 1. ALL IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY SHALL MEET TOWN STANDARD AND INSTALLED TO ULTIMATE CONFIGURATIONS. (ALL IMPROVEMENTS SHALL BE CONCRETE) 2. NO PERMANENT IMPROVEMENTS (I.E. ON-STREET PARKING) SHALL BE ALLOWED ON BROADWAY, MCKINLEY OR 5TH ST UNTIL TOWN CAPITAL PROJECT IS COMPLETE. ALL ARE PROJECTED TO BE IMPROVED IN NEAR FUTURE. 3. FUTURE RETAIL SHOWN FOR CONCEPTUAL PURPOSES. AT TIME OF DEVELOPMENT OTHER THAN FOOD TRUCK COURT, ALL ONSITE IMPROVEMENTS WILL NEED TO BE INSTALLED TO CURRENT TOWN STANDARDS. REVIEW AND APPROVAL SHALL BE DONE WITH ASSOCIATED SITE PLANS. NOTES: C:\Egnyte\Shared\Projects\2017-134 Broadway Food Truck Park\CADD\EXHIBIT\EXHIBIT-D.dwg, 8/22/2017 4:44:05 PM, DWG To PDF.pc3 Item 7 Z17-0009 EXHIBIT E DEVELOPMENT SCHEDULE Upon approval of the planned development zoning and site plan, it is anticipated that construction will begin in January 2018 with the park to be open for business in April 2018. Item 7 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 – October 10, 2017 Agenda Item: Consider and act upon authorizing the Town Manager to execute a Roadway Impact Fees Reimbursement Agreement between Longo Toyota of Prosper and the Town of Prosper, Texas, related to the construction of Mahard Parkway to serve Longo Toyota. Description of Agenda Item: Longo Toyota is developing a car dealership on US 380 just west of Mahard Parkway and has constructed the portion of Mahard Parkway adjacent to their property. Since the roadway is depicted on the Town of Prosper Thoroughfare Plan, the actual costs for the design and construction of the improvements are eligible for credit of roadway impact fees to be collected from the development. In addition, since Mahard Parkway is included in the limits of TIRZ No. 2, the difference between the actual costs for the design and construction of the improvements and the roadway impact fees to be collected from the development, will be reimbursement in accordance with the terms of the Development and Financing Agreement between the Town of Prosper and MSW Prosper 380 LP. The total costs associated with this project will reduce (on a dollar-for-dollar basis) the Maximum Construction Payment outlined in the Development and Financing Agreement. The purpose of the Roadway Impact Fees Reimbursement Agreement is to outline the obligations of the Town of Prosper and Longo Toyota related to the design, construction, and credit of roadway impact fees from their development and reimbursement from funds collected in TIRZ No. 2. Budget Impact: The actual cost for the design and construction of the roadway is $533,257.74. Per the terms of the agreement, Longo Toyota will receive a roadway impact fee credit of $280,779.25, the amount of roadway impact fees due for their development. The remaining amount, $252,478.76, shall be reimbursed to them in accordance with the terms of the Development and Financing Agreement for TIRZ No. 2. If after ten years there still exists a balance of reimbursements due, the Town will reimburse Longo Toyota from applicable funds. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the agreement as to form and legality. Longo Toyota, will contribute $5,000 towards the legal preparation fees. Prosper is a place where everyone matters. ENGINEERING Item 8 Attached Documents: 1. Town of Prosper Thoroughfare Plan 2. Roadway Impact Fees Reimbursement Agreement Town Staff Recommendation: Town staff recommends that the Town Council authorize the Town Manager to execute a Roadway Impact Fees Reimbursement Agreement between Longo Toyota of Prosper and the Town of Prosper, Texas, related to the construction of Mahard Parkway to serve Longo Toyota. Proposed Motion: I move to authorize the Town Manager to execute a Roadway Impact Fees Reimbursement Agreement between Longo Toyota of Prosper and the Town of Prosper, Texas, related to the construction of Mahard Parkway to serve Longo Toyota. Item 8 Town of Prosper Thoroughfare Plan – Longo Toyota    MA H A R D  PA R K W A Y   Item 8 1 ROADWAY IMPACT FEES REIMBURSEMENT AGREEMENT (Longo Toyota) THIS LONGO TOYOTA OF PROSPER ROADWAY IMPACT FEES REIMBURSEMENT AGREEMENT (“Agreement”) is made and entered into this 10th day of October, 2017, by and between the Town of Prosper, Texas (“Prosper” or the “Town”), and GWood 2 LLC, a California limited liability company (“Developer”), collectively referred to as the “Parties.” W I T N E S S E T H: WHEREAS, Developer is developing a new Toyota dealership project now known as Longo Toyota of Prosper (the “Dealership Project”) in the Town and the zoning for the Dealership Project previously was approved by the Town in Ordinance No. 14-71; and WHEREAS, the legal description of the Dealership Project property (the “Property”) is attached hereto as Exhibit A; and WHEREAS, the Town and Developer wish to address the construction by Developer of a portion of the thoroughfare known as Mahard Parkway, a portion of which is adjacent to the Dealership Project, and the timing and payment of associated costs related thereto; and WHEREAS, the Town and Developer acknowledge that the construction of Mahard Parkway is mutually beneficial to the Town and Developer; and WHEREAS, the Town has adopted a Roadway Capital Improvements Plan (“Roadway CIP”) as part of its impact fee ordinance, contained in Article 10.02 of Chapter 10 of the Town’s Code of Ordinances, as amended, all of which was adopted pursuant to the authority contained in Chapter 395 of the Texas Local Government Code, as amended; and WHEREAS, in an effort to facilitate the construction of Mahard Parkway serving, among other properties, Longo Toyota of Prosper, the Parties have agreed to the terms and provisions of this Agreement. NOW, THEREFORE, in consideration of the foregoing premises and for other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the Town and Developer covenant and agree as follows: 1. Roadway Impact Fees and Roadway CIP Projects. Mahard Parkway is an impact-fee eligible roadway project as identified on the Town’s Roadway CIP. Developer agreed to construct its portion of such roadway project adjacent to the Property and therefore, Developer is eligible for reimbursement of a proportional amount of its construction costs. The Town and Developer acknowledge that any reimbursements to Item 8 2 Developer will be subject to the Development and Financing Agreement for Tax Increment Reinvestment Zone No. 2. 2. Construction Costs and Reimbursement. Developer has constructed that portion of Mahard Parkway that is adjacent to the Property, the Town accepted the same on July 19, 2017, and Developer is now entitled to and shall be reimbursed impact fee-eligible costs for the construction costs associated with such Roadway CIP Project. The phrase “construction costs” as used herein shall mean the actual construction cost, including design costs, construction cost, engineering costs, surveying costs and geotechnical materials testing associated with such Roadway CIP Project. Developer and the Town hereby agree and stipulate that the actual construction costs for Developer’s portion of Mahard Parkway is $533,257.74 as depicted in Exhibit B, for which Developer shall receive a roadway impact fee credit of $280,779.25. The remaining amount, $252,478.49 (the “Reimbursement Fee”), shall be reimbursed to Developer, pursuant to the terms of the Development and Financing Agreement for Tax Increment Reinvestment Zone No. 2 between the Town of Prosper, Texas, and MSW Prosper 380 LP, dated December 31, 2012, the terms of which are incorporated by reference. As outlined in the Development and Financing Agreement for Tax Increment Reinvestment Zone No. 2, funding for the Reimbursement Fee will come from the Tax Increment Fund made up of a portion of 380 Construction Sales Office Revenues and TIRZ Revenues within the properties depicted in Exhibit C. Payments from the Tax Increment Reinvestment Zone No. 2 are provided at least once a year and reimbursements are paid sequentially based on the order of the approved reimbursement requests. The Developer shall receive a copy of the Tax Increment Reinvestment Zone No. 2 Annual Report, which will include the status of the Reimbursement Fee to the Developer in relation to other reimbursement requests in Tax Increment Reinvestment Zone No. 2. 3. Obligation to Reimburse. In the event that the full Reimbursement Fee has not been made to Developer by the Town after the expiration of ten (10) years from the date of the Town’s acceptance of Developer’s portion of Mahard Parkway as set forth in Paragraph 2 above, as reflected in the Roadway CIP and as contemplated by this Agreement, the Town shall endeavor to reimburse Developer from applicable roadway impact fee funds.   4. Roadway Impact Fees Collected. Developer and the Town acknowledge and agree that the roadway impact fees collected from the Reimbursement Area may be less than the reimbursements to which Developer is entitled and the Town does not guarantee the amount of roadway impact fees from the Reimbursement Area that will be collected. 5. Assignment. Developer shall have the right to assign this Agreement, in whole, only to a person or entity that succeeds Developer as the owner of the Property. As to any sale of the Property by Developer to any party to whom this Agreement has not been assigned, such purchaser shall have no rights or obligations under this Agreement and this Agreement shall not apply with respect to such purchaser. This Agreement shall not be filed of record. Item 8 3 6. Default. If Developer fails to comply with any provision of this Agreement after receiving fifteen (15) days’ written notice to comply from the Town or such longer period as may be reasonably necessary provided that Developer commences to cure the default or breach within the 15-day period and proceeds with reasonable diligence thereafter to complete such cure, the Town may seek specific enforcement of this Agreement and/or bring suit to recover any amounts due and owing hereunder (but not consequential or punitive damages) as its sole and exclusive remedies. 7. Other Applicable Development Ordinances. Unless otherwise expressly stipulated in this Agreement, nothing herein shall relieve Developer from responsibilities Developer may have for the construction of other public improvements under applicable development ordinances of the Town. 8. Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Denton County, Texas. Venue for any action arising under this Agreement shall lie in Denton County, Texas. 9. Notices. Any notices required or permitted to be given hereunder shall be given by certified or registered mail, return receipt requested, to the addresses set forth below or to such other single address as either party hereto shall notify the other: If to the Town: The Town of Prosper, Texas P.O. Box 307 Prosper, Texas 75078 Attn: Town Manager’s Office If to Developer: Douglas Eroh Executive Vice President Penske Motor Group, LLC 3534 N. Peck Road El Monte, California 91731 10. Prevailing Party. In the event any person initiates or defends any legal action or proceeding to enforce or interpret any of the terms of this Agreement, the prevailing party in any such action or proceeding shall be entitled to recover its reasonable costs and attorney’s fees (including its reasonable costs and attorney’s fees on any appeal). 11. Sovereign Immunity. The parties agree that Town has not waived its sovereign immunity by entering into and performing its obligations under this Agreement; however, for purposes of enforcement of this Agreement, the Town agrees that it has waived its sovereign immunity, and to that extent only. Item 8 4 12. Effect of Recitals. The recitals contained in this Agreement: (a) are true and correct as of the effective date; (b) form the basis upon which the parties negotiated and entered into this Agreement; (c) are legislative findings of the Town Council; and (d) reflect the final intent of the parties with regard to the subject matter of this Agreement. In the event it becomes necessary to interpret any provision of this Agreement, the intent of the parties, as evidenced by the recitals, shall be taken into consideration and, to the maximum extent possible, given full effect. The parties have relied upon the recitals as part of the consideration for entering into this Agreement and, but for the intent of the parties reflected by the recitals, would not have entered into this Agreement. 13. Consideration. This Agreement is executed by the parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is forever confessed. 14. Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. A facsimile signature will also be deemed to constitute an original if properly executed. 15. Entire Agreement. This Agreement contains the entire agreement between the parties hereto and supersedes all prior agreements, oral or written, with respect to the subject matter hereof. The provisions of this Agreement shall be construed as a whole and not strictly for or against any party. 16. Savings/Severability. Invalidation of any one of the provisions of this document by judgment or court order shall in no way affect any of the other provisions, which shall remain in full force and effect. In the event any provision of this Agreement shall be determined by any court of competent jurisdiction to be invalid or unenforceable, the Agreement shall, to the extent reasonably possible, remain in force as to the balance of its provisions as if such invalid provision were not a part hereof. 17. Notification of Sale or Transfer. Developer shall notify the Town in writing of a sale or transfer of all or any portion of the Property where Developer plans to assign all or a portion of this Agreement, as contemplated herein, within ten (10) business days of such sale or transfer. 18. Authority to Execute. The Agreement shall become a binding obligation on the signatories upon execution by all signatories hereto. The Town warrants and represents that the individual executing this Agreement on behalf of the Town has full authority to execute this Agreement and bind the Town to the same. This Agreement is and shall be binding upon Developer, its successors, heirs, assigns, grantees, vendors, trustees, representatives, and all others holding any interest now or in the future. 19. Mediation. In the event of any disagreement or conflict concerning the interpretation of this Agreement, and such disagreement cannot be resolved by the signatories hereto, the signatories agree to submit such disagreement to mediation. Item 8 5 20. Indemnification. Developer, individually and on behalf of its respective officers, directors, partners, employees, representatives, agents, successors, assignees, vendors, grantees and/or trustees, does hereby agree to release, defend, indemnify and hold harmless the Town and its elected and appointed officials, officers, employees and agents from and against all damages, injuries (including death), claims, property damages (including loss of use) losses, demands, suits, judgments and costs, including reasonable attorney’s fees and expenses (including attorney’s fees and expenses incurred in enforcing this indemnity), caused by the negligent, grossly negligent, and/or intentional act and/or omission of Developer, its officers, directors, partners, employees, representatives, agents, or any other third parties for whom such developer is legally responsible, in its/their performance of this Agreement, including but not limited to, the construction of any Roadway CIP Project contemplated herein (hereinafter “Claims”). Developer is expressly required to defend the Town against all such claims arising under this Agreement, and the Town is required to reasonably cooperate and assist developer(s) in providing such defense. 21. Approval of Counsel. In its reasonable discretion, the Town shall have the right to approve counsel to be retained by Developer in fulfilling its obligation hereunder to defend and indemnify the Town. The Town reserves the right to provide a portion or all of its’ own defense, at its sole cost; however, the Town is under no obligation to do so. Any such action by the Town is not to be construed as a waiver of Developer’s obligation to defend the Town or as a waiver of Developer’s obligation to indemnify the Town pursuant to this Agreement. Developer shall retain Town-approved defense counsel within seven (7) business days of the Town’s written notice that the Town is invoking its right to indemnification under this Agreement. 22. Survival. Paragraph 21, “Indemnification,” and Paragraph 22, “Approval of Counsel,” shall survive the termination of this Agreement. 23. Additional Representations. Each signatory represents this Agreement has been read by the Party for which this Agreement is executed and that such Party has had the opportunity to confer with its counsel. 24. Miscellaneous Drafting Provisions. This Agreement shall be deemed drafted equally by all Parties hereto. The language of all parts of this Agreement shall be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any Party shall not apply. 25. No Third Party Beneficiaries. Nothing in this Agreement shall be construed to create any right in any third party not a signatory to this Agreement, and the Parties do not intend to create any third party beneficiaries by entering into this Agreement. 26. Applicability of Town Ordinances. The signatories hereto shall be subject to all applicable ordinances of the Town, whether now existing or in the future arising. Item 8 6 27. Rough Proportionality. Developer hereby agrees that any land or property donated and/or dedicated pursuant to this Agreement, whether in fee simple or otherwise, to the Town relative to any development on the Property is roughly proportional to the need for such land and Developer hereby waives any claim therefor that it may have. Developer further acknowledges and agrees that all prerequisites to such a determination of rough proportionality have been met, and that any costs incurred relative to said donation are related both in nature and extent to the impact of the development referenced herein. Both Developer and the Town further agree to waive and release all claims one may have against the other related to any and all rough proportionality and individual determination requirements mandated by the United States Supreme Court in Dolan v. City of Tigard, 512 U.S. 374 (1994), and its progeny, as well as any other requirements of a nexus between development conditions and the provision of roadway services to the Property. 28. Attorney’s Fees. Developer agrees to pay, or cause to be paid, to Prosper any attorney’s fees charged to Prosper by Prosper’s legal counsel for, among other things, legal review and revision of this Agreement and all further agreements, ordinances or resolutions contemplated by this Agreement, negotiations and discussions with Developer’s attorney and the provision of advice to applicable Prosper Town Staff and the Prosper Town Council, in an amount not to exceed $5,000.00 within ten (10) days upon receipt of an invoice of same from Prosper. IN WITNESS WHEREOF, the parties hereto have caused this document to be executed as of the date first above written. Item 8 7 THE TOWN OF PROSPER, TEXAS By: __________________________________ Name: Harlan Jefferson Title: Town Manager STATE OF TEXAS ) ) COUNTY OF COLLIN ) This instrument was acknowledged before me on the ____ day of _______________, 2017, by Harlan Jefferson, Town Manager for the Town of Prosper, Texas, on behalf of the Town of Prosper, Texas. _____________________________________ Notary Public, State of Texas Item 8 8 GWOOD 2 LLC, a California limited liability company By: ________________________________ Name: ________________________________ Title: ________________________________ STATE OF CALIFORNIA ) ) COUNTY OF ___________ ) Before me, the undersigned authority, a notary public in and for the State of California, on this day personally appeared _______________, _______________ of GWood 2 LLC, a California limited liability company, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purpose and consideration expressed, and in the capacity therein stated, on behalf of such entity. Given under my hand and seal of office this ____ day of _______________, 2017. _____________________________________ Notary public in and for the State of California My commission expires: _________________ Item 8 9 EXHIBIT A (Property Legal Description)   Final Plat Next Page Item 8 10 Item 8 11 EXHIBIT B (Construction Costs) Item 8 12 EXHIBIT C (TIRZ No. 2 Property Boundary) Item 8 Page 1 of 1 To: Mayor and Town Council From: Steve Glass P.E., Deputy Director of Engineering Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – October 10, 2017 Agenda Item: Consider and act upon an ordinance amending Division 2, “No-Parking Zones,” of Article 12.05, “Parking, Stopping and Standing,” of Chapter 12, “Traffic and Vehicles,” of the Town’s Code of Ordinances by adding a new Section 12.05.034, “South Craig Road,” to prohibit parking on a portion of South Craig Road south of Judy Rucker Elementary School. Description of Agenda Item: During the pavement improvements on South Craig Road by Judy Rucker Elementary School, concern was expressed regarding hazardous parking conditions between the school and Preston Road. Staff is recommending that a no parking zone be established for 450 feet along South Craig Road starting at Preston Road and heading north to the south school entrance of Judy Rucker Elementary School. Budget Impact: The estimated cost for signs and poles is $600 and will be purchased from the Streets Department FY 2018 Adopted Budget (Account Number 100-5640-50-01). Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has reviewed the ordinance as to form and legality. Attached Documents: 1.Location Map 2. Ordinance Town Staff Recommendation: Town staff recommends that the Town Council adopt an ordinance amending Division 2, “No- Parking Zones,” of Article 12.05, “Parking, Stopping and Standing,” of Chapter 12, “Traffic and Vehicles,” of the Town’s Code of Ordinances by adding a new Section 12.05.034, “South Craig Road,” to prohibit parking on a portion of South Craig Road south of Judy Rucker Elementary School. Proposed Motion: I move to adopt an ordinance amending Division 2, “No-Parking Zones,” of Article 12.05, “Parking, Stopping and Standing,” of Chapter 12, “Traffic and Vehicles,” of the Town’s Code of Ordinances by adding a new Section 12.05.034, “South Craig Road,” to prohibit parking on a portion of South Craig Road south of Judy Rucker Elementary School. Prosper is a place where everyone matters. ENGINEERING Item 9 Item 9 Item 9 TOWN OF PROSPER, TEXAS ORDINANCE NO. 17-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, AMENDING DIVISION 2, “NO-PARKING ZONES,” OF ARTICLE 12.05, “PARKING, STOPPING AND STANDING,” OF CHAPTER 12, “TRAFFIC AND VEHICLES,” OF THE CODE OF ORDINANCES OF THE TOWN OF PROSPER, TEXAS, BY ADDING A NEW SECTION 12.05.034, “SOUTH CRAIG ROAD,” TO PROHIBIT PARKING ON A PORTION OF SOUTH CRAIG ROAD; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town of Prosper, Texas (“Town”), is a home-rule municipal corporation duly organized under the laws of the State of Texas; and WHEREAS, the Texas Transportation Code, as amended, provides that the governing body of a municipality may adopt parking regulations; and WHEREAS, the Town has investigated and determined that a no-parking zone on South Craig Road, as more fully described herein, is both warranted and prudent, and it is the desire of the Town to adopt the following regulations related thereto. 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 Existing Division 2, “No-Parking Zones,” of Article 12.05, “Parking, Stopping and Standing,” of Chapter 12, “Traffic and Vehicles,” of the Code of Ordinances is hereby amended by adding a new Section 12.05.034, “South Craig Road,” to read as follows: “ARTICLE 12.05 PARKING, STOPPING AND STANDING * * * Division 2. No-Parking Zones * * * Sec. 12.05.034 South Craig Road Both sides of South Craig Road from its intersection with Preston Road heading north 450 feet to the south school entrance of Judy Rucker Elementary School is hereby placed in a no- parking zone. A person commits an offense by violating any provision of this section.” Item 9 Ordinance No. 17-__, Page 2 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 of 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. SECTION 5 Any person, firm or corporation violating any of the provisions or terms of this Ordinance shall be deemed guilty of a misdemeanor and, upon conviction, shall be punished by fine not to exceed the sum of five hundred dollars ($500.00) for each offense. SECTION 6 This Ordinance shall become effective after its passage and publication, as required by law. DULY PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 10TH DAY OF OCTOBER, 2017. APPROVED: ___________________________________ Ray Smith, Mayor ATTEST: ____________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _____________________________________ Terrence S. Welch, Town Attorney Item 9