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11.08.2016 Town Council Packet
Page 1 of 4 ] 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 a Proclamation to members of the Prosper Historical Society, the Veterans Memorial Committee, and local veterans proclaiming November 11, 2016, as Veterans Day. (RB) Presentation of a Proclamation to members of the Pulmonary Hypertension Association proclaiming November 2016 as Pulmonary Hypertension Awareness Month. (RB) Presentation of a Proclamation to members of the Town of Prosper Municipal Court staff proclaiming November 7-11, 2016, as Municipal Court Week. (RB) Presentation of the National Procurement Institute’s Achievement of Excellence in Procurement Award to members of the Town of Prosper Finance Department. (KN) 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 meetings. (RB) Regular Meeting – October 25, 2016. 5b. Consider and act upon appointing a Town of Prosper representative to the McKinney Airport Master Plan Advisory Committee. (RB) 5c. Receive the September Financial Report. (KN) 5d. Receive the Quarterly Investment Report. (KN) 5e. Consider and act upon an ordinance for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, located on the northeast corner of US 380 and Gee Road. (MD16-0002). (JW) AGENDA Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway, Prosper, Texas Tuesday, November 8, 2016 6:00 p.m. Page 2 of 4 5f. Consider and act upon an ordinance rezoning a portion of Planned Development- 65 (PD-65) and a portion of Planned Development-48 (PD-48), on 198.4± acres, located on the southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached, senior living development and to modify lot type requirements. (Z16-0011). (JW) 5g. Consider and act upon an ordinance rezoning 1.7± acres from Office (O) and Retail (R) to Planned Development-Retail (PD-R), located on the west side of Hays Road, 2,600± feet north of First Street. (Z16-0020). (JW) 5h. Consider and act upon awarding Bid No. 2017-01-B Preston Lakes Park Playground Project, to APC Brands, Inc. (American Parks Company), related to construction services for a playground in Preston Lakes Park; and authorizing the Town Manager to execute a construction agreement for same. (PN) 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 an ordinance amending the architectural requirements of Windsong Ranch (Planned Development-40), generally located north of US 380 and west of Teel Parkway. (Z16-0022) (JW) 8. Conduct a Public Hearing, and consider and act upon an ordinance amending the Town’s Thoroughfare Plan revising a segment of the Commercial Collector (DNT Backer Road) located between Dallas Parkway and the BNSF railroad, from Prosper Trail to First Street. (CA16-0004) (HW) 9. Conduct a Public Hearing to receive public comments concerning the amendment of the land use assumptions and capital improvements plan, and the imposition of an impact fee for water, wastewater, and roadway utilities. (MD16-0012) (HW) 10. Conduct a Public Hearing, and consider and act upon an ordinance amending the Future Land Use Plan, on the northwest corner of Second Street and Main Street, from Old Town – Green Space to Old Town – Public. (CA16-0003) (JW) 11. Conduct a Public Hearing, and consider and act upon an ordinance rezoning 4.6± acres, from Single Family-15 (SF-15) to Planned Development-Downtown Office (PD-DTO), to facilitate the development of a governmental office - Town Hall, located on the northwest corner of Second Street and Main Street. (Z16-0023). (JW) Page 3 of 4 DEPARTMENT ITEMS: 12. Consider and act upon awarding CSP No. 2016-72-B Town of Prosper Frontier Park North Field Improvements - Artificial Turf, to Hellas Construction, Inc., related to turnkey solution to design, construct and install artificial turf for five fields (3 baseball/softball, two multi- purpose fields) at Frontier Park; and authorizing the Town Manager to execute a construction agreement for same. (PN) 13. Consider and act upon authorizing the Town Manager to execute a Blue Cross Blue Shield Business Associate Agreement, Benefit Program Application (“ASO BPA”), Call-A-Doc Business Associate Agreement, Telemedicine Corp. Benefit Services Agreement, Symetra Preliminary Excess Loss Insurance Application, Symetra Excess Loss Disclosure Statement, and Symetra Electronic Use Agreement, and Health Check 360 Contract, effective January 1, 2017. (BR) 14. 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: 14a. Section 551.087 – To discuss and consider economic development incentives. 14b. 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. 14c. Section 551.071 – Consultation with the Town Attorney regarding possible litigation regarding bond issues, and all matters incident and related thereto. 14d. Section 551.071 – Consultation with the Town Attorney regarding legal issues associated with utility siting issues, and all matters incident and related thereto. 15. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. 16. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. 17. 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 on November 4, 2016, by 6:30 p.m., and remained so posted at least 72 hours before said meeting was convened. _______________________________ _________________________ Robyn Battle, Town Secretary Date Notice Removed Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult in closed session with its attorney and to receive legal advice regarding any item listed on this agenda. Page 4 of 4 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 9 ] Prosper is a place where everyone matters. 1. Call to Order/Roll Call. The meeting was called to order at 6:05 p.m. Council Members Present: Mayor Ray Smith Mayor Pro-Tem Curry Vogelsang, Jr. Deputy Mayor Pro-Tem Jason Dixon Councilmember Michael Korbuly Councilmember Kenneth Dugger Councilmember Meigs Miller Councilmember Mike Davis Staff Members Present: Harlan Jefferson, Town Manager Robyn Battle, Town Secretary/Public Information Officer Terrence Welch, Town Attorney Hulon Webb, Executive Director of Development and Community Services John Webb, Development Services Director Alex Glushko, Senior Planner Jonathan Hubbard, Planner Frank Jaromin, Public Works Director Tristan Cisco, Water Conservation Coordinator Dan Heischman, Senior Engineer Leslie Scott, Library Director Kelly Neal, Finance Director January Cook, Purchasing Agent Doug Kowalski, Chief of Police Gary McHone, Assistant Police Chief 2. Invocation, Pledge of Allegiance and Pledge to the Texas Flag. Pastor Jeremy Nottingham of Prestonwood Baptist Church led the invocation. The Pledge of Allegiance and the Pledge to the Texas flag were recited. 3. Announcements of recent and upcoming events. Early voting for the November 8 election will continue through Friday, November 4. Collin County voters may vote in Prosper Municipal Chambers during Early Voting, and at the PISD Administration Building on Election Day. Denton County voters may vote at any Denton County polling location. More information is available on the Town website, or by contacting the Collin County or Denton County Election Offices. MINUTES Meeting of the Prosper Town Council Prosper Municipal Chambers 108 W. Broadway Street Prosper, TX 75078 Tuesday, October 25, 2016 Item 5a Page 2 of 9 The Prosper Police and Fire Departments hosted a Drug Take-Back Event on Saturday, October 22. A total of eight boxes of prescription and over-the-counter medications were turned in, plus one box of needles. The initiative, which is sponsored by the DEA, provides a safe, responsible way for residents to help keep unused, expired, or unwanted drugs off the streets and out of our water supply. The Prosper Friends of the Library will hold its annual book sale on Saturday, November 5, at the Library from 9:00 a.m. – 2:00 p.m. A wide variety of books and DVDs will be available for readers of every age. Proceeds help support learning and literacy in Prosper. The Library will offer genealogy classes at 6:30 p.m. on November 10, December 8, and January 12. The classes will offer information on research techniques, and developing a family tree outline. Classes are free to the public, and trained researchers will be available for assistance following each class. The Prosper Municipal Court will celebrate Municipal Court Week with an Open House Reception on Thursday, November 10, from 1:00 – 3:00 p.m. The public is welcome to stop by to meet the court staff and Municipal Judge David Moore. 4. Presentations. Presentation of a TML Municipal Excellence Award for the Town of Prosper Earth-Kind® garden in partnership with Texas A&M AgriLife Extension Office, the Collin County Extension Office, and the Collin County Master Gardeners Association. (TC) Tristan Cisco, Water Conservation Coordinator, provided an overview of the award, which was presented at the TML Annual Conference earlier this month for the Public Works category for cities and towns under 25,000 in population. Town staff has been invited to present information on the project at the 2017 TML Elected Officials Conference. Ms. Cisco introduced Dr. Greg Church of the Texas A&M AgriLife Extension Service, who spoke about the research and demonstration gardens which beautify the landscape while allowing for the study of water tolerant plants. Patti Felan of the Collin County Master Gardeners thanked the Town staff and all of the volunteers who helped with the project. 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 meetings. (RB) Regular Meeting – October 11, 2016. 5b. Consider and act upon canceling the November 22, 2016, and December 27, 2016, Town Council meetings. (RB) 5c. Consider and act upon Resolution No. 16-62 adopting a Town seal. (RB) Item 5a Page 3 of 9 5d. Consider and act upon Resolution No. 16-63 accepting and approving the 2016 Tax Roll. (KN) 5e. Consider and act upon Resolution No. 16-64 expressing official intent to reimburse costs of Town capital improvement program projects that may be funded with proceeds of bonds or other obligations, if those costs are paid prior to the issuance of such bonds or other obligations. (KN) 5f. Consider and act upon Resolution No. 16-65 authorizing various individuals as signers of specific accounts and certain investment matters. (KN) 5g. Consider and act upon authorizing the Town Manager to execute an Interlocal Agreement for the construction of Frontier Park North Field Improvements between the Town of Prosper and Collin County. (PN) 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) Councilmember Dugger made a motion and Councilmember Korbuly seconded the motion to approve all items on the Consent Agenda. The motion was approved by a vote of 7-0. 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 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 an ordinance rezoning 0.3± acre from Downtown Retail (DTR) to Planned Development-Downtown Retail (PD- DTR), located on the southwest corner of Main Street and Broadway Street. (Z16- 0021). (JW) Development Services Director John Webb presented this item before the Town Council. The purpose of this request is to adopt development standards to accommodate a proposed office building which will have a retail/storefront appearance. The office will be a one-story building, totaling 1,907 square feet. To accommodate the development, the applicant is requesting a reduction in the required minimum lot area, width, and depth to Item 5a Page 4 of 9 be able to subdivide the original lot into two lots for separate ownership. The existing building to the north will be on a separate lot. The proposed development standards also allow for the elimination of perimeter landscaping which is not needed in this location. Mayor Smith opened the Public Hearing. Michael Davidson, the applicant, responded to questions from the Town Council, who expressed concern about the five-foot separation between the two buildings, which the adjacent property owner is using to accommodate an air conditioning unit. Mr. Davidson agreed to screen the space between the buildings, and put a ground cover down to allow for drainage between the buildings. With no one else speaking, Mayor Smith closed the Public Hearing. After discussion, Deputy Mayor Pro-Tem Dixon made a motion and Councilmember Dugger seconded the motion to approve Ordinance No. 16-66 rezoning 0.3± acre from Downtown Retail (DTR) to Planned Development-Downtown Retail (PD-DTR), located on the southwest corner of Main Street and Broadway Street. Mr. Dixon further moved that the site place reflected in Exhibit D be modified to reflect an ornamental gate that does not obstruct view into the spacing between the two (2) lots, and that an impervious cover shall be located between the two (2) structures to facilitate drainage, with no vegetation to be located in said space. The motion was approved by a vote of 7-0. 8. Conduct a Public Hearing, and consider and act upon a request for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, located on the northeast corner of US 380 and Gee Road. (MD16-0002). (JW) Development Services Director John Webb presented this item before the Town Council. The Town’s sign ordinance allows for a Special Purpose Sign District (SPSD) wherein Council has the authority to approve or deny signs which may deviate from the Town’s sign code regulations. The purpose of this request is to allow: 1. two unified development signs located within 750’ of another unified development sign; 2. three unified development signs permitted to encroach into the 1’-0” setback requirement; 3. increased wall sign height for the big box buildings (Kroger and Home Depot); 4. digital fuel pricing on an off-site unified development sign; and 5. digital fuel pricing on the proposed fuel canopy. Staff recommended approval of the request, with the exception of the off-site development signs and the pricing on the fuel canopy. Mayor Smith opened the Public Hearing. Robert Dorazil of United Commercial Development, the developer of the project, responded to the Council’s concerns about the off-site signs and the canopy sign. Jackie Kreda with Kroger emphasized the need to advertise fuel prices on the corner, since additional gas stations will eventually develop at the other corners of the same intersection. Tommy Reynolds of Comet Signs commented on the visibility of the signs. With no one else speaking, Mayor Smith closed the Public Hearing. Item 5a Page 5 of 9 The Town Council expressed concern for setting a precedent to allow for off-site signs. Mr. Webb stated that the Town’s standard ordinance requires gas stations to be located on the corner of two public streets; however, the existing PD for this development allows for the fuel station to be located mid-block. After discussion, Mayor Pro-Tem Vogelsang made a motion and Councilmember Korbuly seconded the motion to approve: 1. the request for two unified development signs to be located within 750 feet of another, 2. the encroachment of the setback, as shown on Exhibit C, 3. the increased wall sign height for the big box buildings, and 4. the static digital fuel pricing on the off-site unified development signs, and He further moved to deny the digital fuel pricing on the fuel canopy. The motion was approved by a vote of 7-0. 9. Conduct a Public Hearing, and consider and act upon a request to rezone a portion of Planned Development-65 (PD-65) and a portion of Planned Development-48 (PD- 48), on 198.4± acres, located on the southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached, senior living development and to modify lot type requirements. (Z16-0011). (JW) Development Services Director John Webb presented this item before the Town Council. This item was tabled at the August 9, September 13, and September 27, 2016, Town Council meetings. The applicant has revised the request as follows: For homes with cementitious fiber board, the maximum percentage of the fiber board has been reduced from 60% to 45%; For homes with a dwelling area between 1,600 and 1,800 square feet, this range has been limited to 20% of the homes, per phase, for Type A lots; Age-restricted language has been added per a recommendation of the Town Attorney; and Staff has added an appeal process to Town Council for instances of discrepancy between the building plans and the conformance to the conceptual elevations. The purpose of the proposed PD amendment is to allow for an age-restricted, senior living, single family, detached development with smaller homes in Tract 3R, and to allow for an increase in Type A lots between Tracts 3R and 4R, due to the addition of 7.5 acres of land to Tract 3. Mayor Smith opened the Public Hearing. Clint Richardson, the applicant, addressed the Town Council, noting the revised elevations that have been presented to better reflect the proposed percentages of cementitious fiberboard on the exterior building façades. Mr. Webb explained the appeal process upon request of the Town Council. With no one else speaking, Mayor Smith closed the Public Hearing. Deputy Mayor Pro-Tem Dixon made a motion and Councilmember Dugger seconded the motion to approve the request to rezone a portion of Planned Development-65 (PD-65) and a portion of Planned Development-48 (PD-48), on 198.4± acres, located on the Item 5a Page 6 of 9 southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached senior living development and to modify lot type requirements. The motion was approved by a vote of 7-0. 10. Conduct a Public Hearing, and consider and act upon a request to rezone 1.7± acres from Office (O) and Retail (R) to Planned Development-Retail (PD-R), located on the west side of Hays Road, 2,600± feet north of First Street. (Z16-0020). (JW) Development Services Director John Webb presented this item before the Town Council. This item was tabled at the October 11, 2016, Town Council meeting. The applicant is requesting to deviate from the minimum standards in the Town’s Zoning Ordinance’s for outdoor play spaces; therefore, approval of a Planned Development (PD) is required. The proposed PD would allow for development a day care building, which will be a one-story building, totaling 11,120 square feet and will be constructed in a single phase. The facility will accommodate 216 children. Mayor Smith opened the Public Hearing. Angela Wolf, the applicant, addressed the Council’s questions about fencing material. She indicated that the change from open fencing to wood fencing had been made due to safety and privacy concerns discussed during the Planning & Zoning Commission meeting. Randy Helmberger, the project architect, addressed Council’s question about the direction of the building, and stated that it was not possible to turn the building 90 degrees and still meet the Town’s other development standards. With no one else speaking, Mayor Smith closed the Public Hearing. After discussion, Councilmember Davis made a motion and Councilmember Dugger seconded the motion to approve the request to rezone 1.7± acres from Office (O) and Retail (R) to Planned Development-Retail (PD-R), located on the west side of Hays Road, 2,600± feet north of First Street, and Exhibit D shall be amended to reflect a wrought iron fence instead of the wooden recommended by the Planning & Zoning Commission. The motion was approved by a vote of 7-0. DEPARTMENT ITEMS: 11. Consider and act upon a request for a Façade Exception for the Gates of Prosper, Phase 1, Block B, Lot 4 (Chili’s), located on the east side of Preston Road, 700± feet north of future Richland Boulevard. (MD16-0014). (JW) Development Services Director John Webb presented this item before the Town Council. The applicant is seeking a Façade Exception for a 6,046-square-foot restaurant located within the Gates of Prosper, to allow for an increase in secondary materials. The Zoning Ordinance limits secondary materials to 10% of an elevation. As depicted on the revised elevations, the applicant is requesting the exterior of the structure of the proposed Chili’s to be constructed primarily of brick and stone as required by the ordinance, but is also requesting the use of tile, metal, and fabric to exceed 10% on each of the elevations. Renu Aron with GHA architecture and Mike Gabriel with Brinker International were present, and provided sample materials for the Council to review. Item 5a Page 7 of 9 After discussion, Councilmember Dugger made a motion and Deputy Mayor Pro-Tem Dixon seconded the motion to approve a request for a façade exception for the Gates of Prosper, Phase 1, Block B, Lot 4 (Chili’s). The motion was approved by a vote of 7-0. 12. Library Services Department update. (LS) Library Director Leslie Scott provided an update to the Town Council on the Library’s programs and activities from the previous year. Library memberships and patronage continue to rise year after year, and the Library’s programs are very well-attended by the public. Ms. Scott thanked the various organizations that have offered to serve as storytime locations, and she thanked the volunteers and Town staff members who have helped make the Library’s programs so successful. 13. Consider and act upon a resolution to enter into an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas, for the collection, hauling, recycling and disposal of municipal solid waste, construction and demolition waste, and recyclable materials in the Town of Prosper; and authorizing the Town Manager to execute same. (JC) Purchasing Agent January Cook presented this item before the Town Council. The Town requested proposals from qualified service providers earlier this year, and as a result, on August 9, 2016, the Town Council authorized staff to negotiate an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas, for the collection, hauling, recycling, and disposal of municipal solid waste, construction and demolition waste, and recyclable materials in the Town. The new exclusive franchise agreement will become effective on February 1, 2017. The initial term of the agreement will be two years, with four optional two-year renewal periods. The new agreement includes several service enhancements, including larger recycling carts, a more convenient bulk trash pick-up day, and performance measures to ensure high customer satisfaction. Elizabeth Combs and Henry Lew, representing Progressive Waste Solutions, were present and responded to questions from the Council regarding the larger polycarts. After discussion, Councilmember Dugger made a motion and Mayor Pro-Tem Vogelsang seconded the motion to approve Resolution No. 16-67 to enter into an exclusive franchise agreement with Progressive Waste Solutions of TX, Inc., dba WC of Texas, for the collection, hauling, recycling and disposal of municipal solid waste, construction and demolition waste, and recyclable materials in the Town of Prosper; and authorize the Town Manager to execute same. The motion was approved by a vote of 7-0. 14. 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: 14a. Section 551.087 – To discuss and consider economic development incentives. 14b. 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. Item 5a Page 8 of 9 14c. Section 551.071 – Consultation with the Town Attorney regarding possible litigation regarding bond issues, and all matters incident and related thereto. The Town Council recessed into Executive Session at 8:10 p.m. 15. Reconvene in Regular Session and take any action necessary as a result of the Closed Session. The Town Council reconvened the Regular Session at 9:09 p.m. Councilmember Dugger made a motion and Mayor Pro-Tem Vogelsang seconded the motion to authorize the Town Manager to execute and agreement with Hillco Partners for the provision of legislative services regarding economic development incentives and services. The motion was approved by a vote of 7-0. 16. Possibly direct Town staff to schedule topic(s) for discussion at a future meeting. Single Family Lot Inventory. (JW) John Webb reviewed the results of the recent single-lot inventory prepared by Town staff. Results concluded that lot size will predominantly range between 8,000-15,000 square feet through buildout. More demographic and lot size information will be brought forward during the Town Council Strategic Planning Session in January. Stormwater Ordinance. (DH) Senior Engineer Dan Heischman updated the Council on the Town’s Stormwater Management Program. An ordinance will be brought forward for Council consideration at the December 13, 2016, Town Council meeting. Artificial Turf Discussion. (JC) Town Manager Harlan Jefferson briefed the Council on the progress of the Artificial turf bid award for Frontier Park. Additional information will be provided in the Weekly Update, and an item will be brought forward on a future Town Council agenda for Council to consider awarding the bid. Purchasing Agent January Cook responded to questions from Council regarding the warranty and specifications contained in the competitive sealed proposals. Strategic Planning Session Date. (RB) Town Secretary Robyn Battle proposed a tentative date of January 25, 2017, as the date for the Council’s Strategic Planning Session. The Town Council concurred with the date. Ms. Battle informed the Council that the City of McKinney has requested the Council appoint a community representative to the McKinney Airport Master Plan Advisory Committee. Mayor Smith has recommended David Bristol to serve on the Committee. The Council concurred with the recommendation. An Item 5a Page 9 of 9 item will be placed on the November 8 Town Council agenda to appoint Mr. Bristol to the committee. 17. Adjourn. The meeting was adjourned at 9:26 p.m. on Tuesday, October 25, 2016. These minutes approved on the 8th day of November, 2016. APPROVED: Ray Smith, Mayor ATTEST: Robyn Battle, Town Secretary Item 5a Page 1 of 1 To: Mayor and Town Council From: Robyn Battle, Town Secretary Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Consider and act upon appointing a Town of Prosper representative to the McKinney Airport Master Plan Advisory Committee. Description of Agenda Item: The City of McKinney is preparing to begin a Master Plan Update for the McKinney National Airport. McKinney Mayor Brian Loughmiller has requested that the adjacent municipalities participate in the planning process by appointing one community representative each from the Town of Prosper, the City of Allen, the City of Frisco, the City of Plano, and the Town of Fairview. The Master Plan Advisory Committee will engage in a SWOT (Strengths, Weaknesses, Opportunities, and Threats) analysis, and participate in at least four meetings over the course of the following year. Attached Documents: 1. Letter from Mayor Brian Loughmiller Town Staff Recommendation: Town staff recommends the Town Council appoint David Bristol as the Town of Prosper representative to the McKinney Airport Master Plan Advisory Committee. Proposed Motion: I make a motion to appoint David Bristol as the Town of Prosper representative to the McKinney Airport Master Plan Advisory Committee. Prosper is a place where everyone matters. TOWN SECRETARY’S OFFICE Item 5b Item 5b Prosper is a place where everyone matters. MONTHLY FINANCIAL REPORT Preliminary September 2016 Prepared by Finance Department November 8, 2016 Item 5c TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 2016 Table of Contents Dashboard Charts 1 General Fund 3 Water-Sewer Fund 4 Debt Service Fund 5 Internal Service Fund 6 Vehicle and Equipment Replacement Fund 7 Storm Drainage Utility Fund 8 Park Dedication and Improvement Fund 9 TIRZ #1 - Blue Star Fund 10 TIRZ #2 - Matthews Southwest 11 Water Impact Fees Fund 12 Wastewater Impact Fees Fund 13 Thoroughfare Impact Fees Fund 14 Special Revenue Fund 15 Capital Projects Fund-General 16 Capital Projects Fund-Water/Sewer 17 Detail All Funds 18 Item 5c $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 Total Budget YTD Budget YTD Actual Building Permit Revenues 0 50,000 100,000 150,000 200,000 250,000 300,000 350,000 400,000 450,000 500,000 Oct Nov Dec Jan Feb Mar Apr May June July Aug Sept Town of Prosper, Texas Sales Tax Revenue by Month FY 13/14 FY 14/15 FY15/16 Item 5c $18.715 $18.715 $17.449 $17.665 $17.665 $19.565 $- $5 $10 $15 $20 $25 Total Budget YTD Budget YTD Actual In Millions General Fund Revenues and Expenditures Revenues Expenditures $12.311 $12.311 $12.840 $11.725 $11.725 $12.813 $- $2 $4 $6 $8 $10 $12 $14 Total Budget YTD Budget YTD Actual In Millions Water -Sewer Fund Revenues and Expenditures Revenues Expenditures Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes 8,337,169$ 8,278,839$ 99%1 6,651,554$ 24% Sales Taxes 3,421,640 3,996,506 117%3,256,807 23% Franchise Fees 719,700 611,242 85%2 736,653 -17% Building Permits 2,386,400 2,855,876 120%2,441,631 17% Fines 300,000 392,352 131%332,643 18% Other 2,500,394 3,430,250 137%2,744,213 25% Total Revenues 17,665,303$ 19,565,065$ 111%16,163,501$ 21% EXPENDITURES Administration 3,349,544$ 3,124,517$ 93%6,052,469$ -48% Police 3,131,858 2,860,675 91%2,421,960 18% Fire/EMS 3,947,550 3,488,295 88%3,085,595 13% Public Works 3,192,874 3,111,499 97%3 446,357 597% Community Services 2,134,186 2,126,450 100%1,822,490 17% Development Services 2,166,280 2,040,086 94%1,791,933 14% Engineering 792,324 697,479 88%687,844 1% Total Expenses 18,714,616$ 17,449,002$ 93%16,308,648$ 7% REVENUE OVER (UNDER) EXPENDITURES (1,049,313)$ 2,116,063$ (145,147)$ Beginning Fund Balance October 1-Unassigned/Unrestricted 5,284,611$ 5,429,758$ Ending Fund Balance Current Month 7,407,101$ 5,284,611$ Notes 1 Property taxes are billed in October and the majority of collections occur December through February. 2 Franchise use fees are collected quarterly and annually. The third quarter payments were received in October. 3 Increase in Public Works from prior year is due to $2.33M in capital street projects funding transferred to the Capital fund. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% GENERAL FUND Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Public Works Revenues 10,502,235$ 11,529,718$ 110%1 9,634,178$ 20% Administration Revenues 1,223,000 1,283,207 105%1,341,902 13% Total Revenues 11,725,235$ 12,812,925$ 109%10,976,079$ 19% EXPENDITURES Public Works 6,462,316$ 7,046,793$ 109%2 5,016,891$ 40% Administration 5,849,126 5,793,093 99%4,978,556 31% Total Expenses 12,311,442$ 12,839,887$ 104%9,995,447$ 36% REVENUE OVER (UNDER) EXPENDITURES (586,207)$ (26,962)$ 980,633$ Beginning Working Capital October 1 4,856,972 3,520,697 Ending Working Capital Current Month 4,830,010$ 4,856,972$ Notes 1 Water revenues are cyclical and vary by month. The table below shows the average historical monthly and cumulative revenue. Average Monthly Average Cumulative October 9.6%9.6% November 7.6%17.2% December 5.3%22.5% January 4.1%26.6% February 4.3%30.9% March 4.6%35.5% April 5.9%41.4% May 7.1%48.5% June 8.5%57.0% July 12.1%69.1% August 14.5%83.6% September 16.4%100.0% 2 Water & Sewer exceed budget within salaries and Other Services & Charges. In particular, Water purchases exceeded budget authority by 28%. Water revenue is above budget due to the water consumption volume in FY 2016 which correlates back to increased expenditure in Public Works. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% WATER-SEWER FUND Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes-Delinquent 50,000$ 71,322$ 143%81,546$ -13% Property Taxes-Current 3,333,269 3,643,910 109%1 3,055,772 19% Taxes-Penalties 20,000 25,333 127%2 21,439 18% Interest Income 15,000 21,252 142%26,057 -18% Total Revenues 3,418,269$ 3,761,817$ 110%3,184,814$ 18% EXPENDITURES 2006 Bond Payment 336,021$ 336,021$ 100%3 453,413$ -26% 2008 CO Bond Payment 671,805 671,805 100%3 1,079,049 -38% 2010 Tax Note Payment 369,633 369,633 100%3 370,175 0% 2011 Refunding Bond Payment 146,445 146,445 100%3 176,616 -17% 2012 GO Bond Payment 280,713 280,713 100%3 112,413 150% 2013 GO Refunding Bond 284,200 284,200 100%3 287,200 -1% Bond Administrative Fees 21,000 3,600 17%3,200 13% 2014 GO Bond Payment 372,750 372,750 100%3 370,610 1% 2015 GO Bond Payment 609,701 612,164 100%3 - 2015 CO Bond Payment 312,772 312,772 100%3 - Transfers Out - - 0%21,056 Total Expenditures 3,405,040$ 3,390,101$ 100%2,873,733$ 85% REVENUE OVER (UNDER) EXPENDITURES 13,229$ 371,716$ 311,081$ Beginning Fund Balance October 1-Restricted for Debt Service 1,470,008 1,158,927 Ending Fund Balance Current Month 1,841,724$ 1,470,008$ Notes 1 2 Revenue is net of refunds related to penalties. During the first several months of the fiscal year, refunds were greater than penalties collected. 3 Debt service payments are due bi-annually in February and August. Property taxes are billed in October and the majority of collections occur December through February. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% DEBT SERVICE FUND Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Charges for Services 25,000$ 22,185$ 89%1 18,315$ 21% Interest Income 640 854 133%660 29% Transfers In - 2,400 1 2,400 0% Total Revenue 25,640$ 25,439$ 99%21,375$ 19% EXPENDITURES MERP H & D Expense 40,000$ 26,841$ 67%2 4,069$ 560% Total Expenditures 40,000$ 26,841$ 67%4,069$ 560% REVENUE OVER (UNDER) EXPENDITURES (14,360)$ (1,402)$ 17,306$ Beginning Fund Balance October 1 117,609 100,303 Ending Fund Balance Current Month 116,207$ 117,609$ Notes 1 2 Expenses vary throughout the year based on actual claims activity. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% INTERNAL SERVICE FUND-MEDICAL EXPENSE REIMBURSEMENT PROGRAM Beginning in FY 2014, contributions from the General Fund were discontinued. Based on recent trends, the ISF is currently able to absorb costs by using existing fund balance. This fund continues to receive small monthly contributions from the Water-Sewer and Drainage funds. Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Charges for Services 500,781$ 500,781$ 100%534,022$ -6% Other Reimbursements 50,000 81,867 164%1 19,429 321% Transfers In - - 772,480 Total Revenue 550,781$ 582,648$ 106%1,325,931$ -56% EXPENDITURES Vehicle Replacement 1,010,606$ 1,020,941$ 101%2 125,620$ 2% Equipment Replacement 10,000 9,995 100%154,215 0% IT Replacement 25,000 12,026 48%83,829 425% Transfers Out - - - Total Expenditures 1,045,606$ 1,042,962$ 100%363,665$ 26% REVENUE OVER (UNDER) EXPENDITURES (494,825)$ (460,314)$ 962,267$ Beginning Fund Balance October 1 1,762,267 800,000 Ending Fund Balance Current Month 1,392,481$ 1,762,267$ Notes 1 Auction revenues and insurance reimbursements are placed in the Other Reimbursements account as they occur. 2 TOWN OF PROSPER, TEXAS Preliminary September 30, 2016 VEHICLE AND EQUIPMENT REPLACEMENT FUND MONTHLY FINANCIAL REPORT Expected Year to Date Percent 100% YTD expenditures include $469,758 in encumbrances for FY 2016 vehicle purchases. Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES 45-4 Storm Drainage Utility Fee 304,600$ 314,876$ 103%275,114$ 14% 45-4 Interest Income 1,500 1,005 67%785 28% Other Revenue 10,000 - 0%- Total Revenue 316,100$ 315,881$ 100%275,899$ 14% EXPENDITURES Personnel Services 135,723$ 94,457$ 69%85,820$ 10% 45-7 Operating Expenditures 215,057 195,161 91%146,442 60% Total Expenses 350,780$ 289,618$ 82%232,263$ 40% REVENUE OVER (UNDER) EXPENDITURES (34,680)$ 26,264$ 43,636$ Beginning Working Capital October 1 261,398 217,762 Ending Working Capital Current Month 287,662$ 261,398$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% STORM DRAINAGE UTILITY FUND Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES 60-4 Park Dedication-Fees 100,000$ 677,949$ 678%63,994$ 959% 60-4 Park Improvements 100,000 1,021,167 1,021%66,000 1,447% Contributions - - - 60-4 Interest-Park Dedication 4,100 6,714 164%5,375 25% 60-4 Interest-Park Improvements 3,200 3,833 120%4,482 -14% Total Revenue 207,300$ 1,709,663$ 825%139,852$ 1,112% EXPENDITURES 60-5 Miscellaneous Expense -$ 40$ 120$ -67% Professional Services-Park Ded - - - 60-5 Professional Services-Park Imp - - 89,000 Developer Reimbursement-Park Imp - 17,011 - 60-6 Capital Exp-Park Imp 990,000 863,640 87%1 - 60-6 Capital Exp-Park Ded 600,000 596,788 99%- Transfer Out - - 125,000 Total Expenses 1,590,000$ 1,477,479$ 93%214,120$ 590% REVENUE OVER (UNDER) EXPENDITURES (1,382,700)$ 232,183$ (74,268)$ Beginning Fund Balance October 1 2,296,791 2,371,059 Ending Fund Balance Current Month 2,528,974$ 2,296,791$ Notes 1 Expenditures include encumbrances of $114,260 for Frontier Park field and parking improvements. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% PARK DEDICATION AND IMPROVEMENT FUNDS Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes -$ -$ -$ Other Revenue - - - Transfers In - - - Total Revenue -$ -$ -$ EXPENDITURES Professional Services -$ -$ 7,500$ Transfers Out - - - Total Expenses -$ -$ 7,500$ REVENUE OVER (UNDER) EXPENDITURES -$ -$ (7,500)$ Beginning Fund Balance October 1 (7,500) - Ending Fund Balance Current Month (7,500)$ (7,500)$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% TIRZ #1 - BLUE STAR Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Property Taxes -$ -$ -$ Other Revenue - - - Transfers In - - - Total Revenue -$ -$ -$ EXPENDITURES Professional Services -$ -$ -$ Transfers Out - - - Total Expenditures -$ -$ -$ REVENUE OVER (UNDER) EXPENDITURES -$ -$ -$ Beginning Fund Balance October 1 - - Ending Fund Balance Current Month -$ -$ The TIRZ #2 Fund is new and has not received any tax revenue from the zone's tax increment. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% TIRZ #2 - MATTHEWS SOUTHWEST Item 5c Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance REVENUES Impact Fees Water 2,730,000$ 3,178,416$ Interest - Water 18,000 26,121 Total Revenues 2,748,000$ 3,204,537$ EXPENDITURES Impact Fee Study 35,000$ 67,473$ 44,379$ -$ 23,094$ TVG Westside Utility Developer Reimb 975,000 975,000 978,946 - (3,946) Prosper Partners Developer Reimb 195,000 195,000 - - 195,000 Preserve Doe Creek Developer Reimb 532,586 532,586 - - 532,586 Total Developer Reimbursements 1,770,059$ 1,770,059$ 1,023,325$ -$ 746,734$ Prosper Trail EST 4,403,300$ 4,403,300$ 2,364,124$ -$ 2,039,176$ Lower Pressure Plane Pump Station Design 1,655,000 1,655,000 925,590 - 729,410 Kroger Reimb Prosper Trail 130,000 130,000 130,000 - - Total Projects 6,188,300$ 6,188,300$ 3,419,714$ -$ 2,768,586$ Transfer to CIP Fund -$ -$ -$ -$ -$ Total Transfers Out -$ -$ -$ -$ -$ Total Expenditures 7,958,359$ 7,958,359$ 4,443,040$ -$ 3,515,319$ REVENUE OVER (UNDER) EXPENDITURES (1,238,503)$ Beginning Fund Balance October 1 (restated)5,196,887 Ending Fund Balance Current Month 3,958,384$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% WATER IMPACT FEES FUND Item 5c Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance REVENUES Impact Fees Wastewater 478,100$ 605,056$ Interest - Wastewater 9,000 7,249 Total Revenues 487,100$ 612,305$ EXPENDITURES Impact Fee Study 35,000$ 112,993$ 74,314$ -$ 38,679$ Impact Fee Reimbursement LaCima 5,000 5,000 - - 5,000 TVG Westside Utility Developer Reimb 170,750 170,750 155,036 - 15,714 Prosper Ptr Westside Utility Dev 34,150 34,150 - - 34,150 Frontier Estates Developer Reimb 71,300 71,300 31,828 - 39,472 Total Developer Reimbursements 316,200$ 394,193$ 261,178$ -$ 133,015$ Public Works Interceptor 800,000$ 800,000$ 30,300$ -$ 769,700$ LaCima #2 Interceptor 465,000 465,000 - - 465,000 Capital Expenditure-Wastewater - - - - - Total Projects 1,265,000$ 1,265,000$ 30,300$ -$ 1,234,700$ Total Expenditures 1,581,200$ 1,659,193$ 291,478$ -$ 1,367,715$ REVENUE OVER (UNDER) EXPENDITURES 320,827$ Beginning Fund Balance October 1 1,319,053 Ending Fund Balance Current Month 2,998,331$ TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% WASTEWATER IMPACT FEES FUND Item 5c Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance Note REVENUES East Thoroughfare Impact Fees 2,200,000$ 4,726,551$ West Thoroughfare Impact Fees 1,000,000 1,101,941 Interest-East Thoroughfare Impact Fees 7,000 30,361 Interest-West Thoroughfare Impact Fees 2,400 9,654 Total Revenues 3,209,400$ 5,868,506$ EXPENDITURES East Impact Fee Study 35,000$ 17,322$ 11,388$ -$ 5,934$ Impact Fee Reimbursement Lakes of LaCima 300,000 300,000 199,029 - 100,971 Frontier Pkwy BNSF Overpass 3,650,000 3,650,000 - - 3,650,000 Coleman-Prosper Trail to Preston 1,052,907 1,052,907 - - 1,052,907 Kroger Reimbursement - Prosper Tr 960,000 960,000 954,933 - 5,067 Custer Turn Lane - Prosper Tr 100,000 100,000 - - 100,000 Total East 6,097,907$ 6,080,229$ 1,165,350$ -$ 4,914,879$ West Impact Fee Study -$ 17,322$ 11,388$ -$ 5,934$ TVG Developer Reimb 500,000 500,000 501,706 - (1,706) TVG West Roads Developer Reimb - - 1,706,947 - (1,706,947) Parks at Legacy Developer Reimb 100,000 100,000 - - 100,000 - 220,000 109,328 - 110,672 Total West 600,000$ 837,322$ 2,329,370$ -$ (1,602,720)$ Transfers Out -$ 33,000$ 1,337,838$ -$ (1,152,708)$ 1 Total Transfers Out -$ 33,000$ 1,337,838$ -$ (1,152,708)$ Total Expenditures 6,697,907$ 6,950,551$ 4,832,557$ -$ 2,159,452$ REVENUE OVER (UNDER) EXPENDITURES 1,035,949$ Beginning Fund Balance October 1 4,741,063 Ending Fund Balance Current Month 5,777,012$ Notes 1 Settling up the Due To/Due Froms in FY 2016. Traffic Signal at First and DNT TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% THOROUGHFARE IMPACT FEES FUND Item 5c Amended Current Year Prior Year Change from Budget YTD Obligated YTD Percent Note YTD Obligated Prior Year REVENUES Police Donation Revenue 12,000$ 14,883$ 124%13,049$ 14% Police Grant - 1,800 - Fire Donation Revenue 10,000 12,300 123%14,763 -17% Child Safety Revenue 8,000 9,878 123%15,287 -35% Court Security Revenue 7,000 7,280 104%6,454 13% Court Technology Revenue 9,000 9,706 108%8,582 13% Special Revenue - Other - - - LEOSE Revenue - 1,769 1,543 15% Library Grant - - 7,171 Interest Income 4,100 26,431 645%4,562 479% Prosper Christmas Donations 12,000 12,390 103%1 13,705 -10% Tree Mitigation Revenue - 45,500 - Escrow Income - 452,640 3 599,923 -25% Cash Seizure/Forfeiture - 1,128 13,421 -92% In God We Trust Decals - 2,500 - Transfers In - - 20,000 Total Revenue 62,100$ 598,205$ 963%718,460$ -17% LEOSE Expenditure -$ 500$ 250$ Special Revenue Expense - Other - - - Prosper Christmas Expense 30,000 29,667 99%1 29,920 -1% Court Technology Expense 18,000 - 0%13,462 -100% Court Security Expense 4,000 13,469 337%2 2,131 532% Police Donation Expense 6,000 4,373 73%4,150 5% Fire Donation Expense - 3,587 10,045 -64% Child Safety Expense 25,000 6,906 28%5,789 19% Escrow Expenditure - - - Tree Mitigation Expense 14,000 - 0%- Volunteer Per Diem - - 75 -100% Library Grant Expense - - 7,171 -100% Police Seizure Expense 3,000 636 21%1,800 -65% In God We Trust Decals - 2,400 Transfers Out - 4,065,033 4 506,600 Total Expenses 100,000$ 4,126,572$ 62%581,392$ -89% REVENUE OVER (UNDER) EXPENDITURES (37,900)$ 536,666$ 137,068$ Beginning Fund Balance October 1 2,420,747$ 2,283,679$ Ending Fund Balance Current Month 2,957,413$ 2,420,747$ Notes 1 2 Expenditures are for upgrades to security at Municipal Court, which reflects an encumbrance of $6,872. 3 Escrow Income represents developer contributions for future infrastructure associated with their development. For FY 2015-2016, escrow income includes a $450,000 contribution from the EDC for West Prosper Road. 4 Settling up the Due To/Due Froms in FY 2016. The majority of Revenues and Expenditures for Prosper Christmas are recorded in November and December. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 Expected Year to Date Percent 100% SPECIAL REVENUE FUNDS Item 5c Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance Note REVENUES Grants 11,293,145$ 30,645$ Contributions/Interlocal Revenue 3,766,000 738,759 Bond Proceeds 2,660,000 13,439,800 Interest-2004 Bond 2,040 2,753 Interest-2006 Bond 600 2,573 Interest-2008 Bond 13,500 11,216 Interest-2012 GO Bond 12,000 13,832 Interest-2015 Bond - 42,183 Interest-2016 Bond - 18,180 Transfers In 2,735,863 13,156,766 1 Total Revenues 20,483,148$ 27,456,708$ EXPENDITURES Coleman-Prosper Tr to Prosper HS 3,347,093$ 1,518,349$ 2,844,046$ (1,015,302)$ Downtown Enhancements 550,000 1,540,000 112,000 35,600 1,504,400 Teel Parkway-DCFWSD#10 2,600,000 - - 286,478 2,313,522 Seventh Street (Coleman-PISD)- - 200 - 200 West Prosper Roads 12,531,000 12,531,000 12,531,000 - - Custer Road Turn Lanes at Prosper Tr 100,000 100,000 - - 100,000 Gates of Prosper Road Imp - Ph 1 2,000,000 - - - 2,000,000 Prosper Trail (Kroger to Coit)305,000 - 181,327 256,482 (132,809) First Street (DNT to Coleman)550,000 - 421,843 477,109 (348,952) Old Town Streets 2015 (Broadway,Fifth, McKinley)1,044,000 1,044,000 - - 1,044,000 Fishtrap Rd (Artesia to Dallas Parkway)820,000 1,320,254 1,996,861 - (676,607) First Street (Townlake to Custer)420,000 420,000 - - 420,000 Church Street (First-PISD)850,000 1,000,000 684,360 - 165,640 Harper Road Repair - 53,750 53,638 - 112 Prosper Trail (Coit to Custer)347,768 347,768 347,694 - 74 Dallas North Tollway Repair 95,990 95,900 138,880 - (42,890) Town Hall Infrastructure Improvements 1,275,000 1,275,000 140,771 71,500 1,062,730 Total Street Projects 26,835,851$ 18,009,004$ 18,126,923$ 3,971,215$ 6,394,117$ SH289 Median Lighting 950,000$ -$ 3,484$ 959,794$ (13,278)$ Decorative Monument Street Signs 150,020 - 109,943 - 40,124 Total Traffic Projects 1,100,020$ -$ 113,427$ 959,794$ 26,846$ SH289 Median Landscaping 685,000$ -$ 49,720$ -$ 635,280$ Frontier Park - North Field Improvements 9,086,225 9,086,225 46,000 - 9,040,225 Total Park Projects 9,771,225$ 9,086,225$ 95,720$ -$ 9,675,505$ Windsong Ranch Fire Station 7,500,000$ -$ 6,115,951$ 627,964$ 756,085$ Town Hall Professional Services 1,861,500 1,861,500 1,038,566 1,431,518 (608,583) Town Hall Construction 10,000,000 10,000,000 - - 10,000,000 Radio System Improvements - 93,000 93,000 - - Windsong Ranch Fire - Apparatus 815,000 815,000 797,574 - 17,426 Total Facility Projects 20,176,500$ 12,769,500$ 8,045,090$ 2,059,482$ 10,164,928$ Non-Capital 2008 Bond -$ -$ -$ -$ -$ Non-Capital Bond Exp - - - - - Total Non-Project Expenditures -$ -$ -$ -$ -$ Total Expenditures 57,883,596$ 39,864,729$ 26,381,160$ 6,990,491$ 26,261,396$ REVENUE OVER (UNDER) EXPENDITURES (19,381,581)$ 1,075,548$ Beginning Fund Balance October 1 12,753,873 Ending Fund Balance Current Month 13,829,421$ Notes 1 Settling up the Due To/Due Froms in FY 2016. TOWN OF PROSPER, TEXAS MONTHLY FINANCIAL REPORT Preliminary September 30, 2016 CAPITAL PROJECTS FUND-GENERAL Item 5c Current Year Project Project Amended Current Year Prior Year Budget Budget Budget Actual Expenditure Balance Note REVENUES Interest Income 34,200$ 40,749$ Bond Proceeds 2,370,000 2,535,200 Transfers In 100,000 644,711 1 Total Revenues 2,504,200$ 3,220,660$ EXPENDITURES Gates of Prosper WA Improvements Ph1 470,000$ -$ -$ -$ 470,000$ PRV's at BNSF Railroad 582,000 532,000 35,500 - 496,500 Lower Pressure Plane Pump Station Design 185,100 - 148,883 36,217 0 Prosper Trail EST Construction 4,920,600 4,403,300 138,650 281,766 3,982,884 Total Water Projects 6,157,700$ 4,935,300$ 323,033$ 317,983$ 4,949,384$ Gates of Prosper WW Imp Ph 1 5,700,000$ -$ -$ -$ 5,700,000$ Matthew SW WW Imp 2,500,000 2,500,000 - - 2,500,000 UTRWD Metering Stations - - 1,625 - (1,625) Total Wastewater Projects 8,200,000$ 2,500,000$ 1,625$ -$ 8,198,375$ Downtown Drainage-Hawk Ridge 165,000$ -$ -$ -$ 165,000$ Old Town Drainage 500,000 500,000 19,720 - 480,280 Coleman Rd Drainage 17,500 17,500 15,425 - 2,075 Old Town Land Drainage Land Acq Broadway 1,500,000 365,000 59,920 - 305,080 Old Town Drainage Broadway Design - 200,000 - - 200,000 Old Town Land Design Land Acq RR - 385,000 - - 385,000 Old Town Design Broadway Construction - 550,000 - - 550,000 Old Town Drainage Trunk Main 600,000 600,000 - - 600,000 Amberwood Farms Drainage 32,000 32,000 - - 32,000 Total Drainage Projects 2,814,500$ 2,649,500$ 95,065$ -$ 2,719,435$ Total Expenses 17,172,200$ 10,084,800$ 419,723$ 317,983$ 15,867,194$ (7,580,600)$ 2,800,937$ Beginning Working Capital October 1 2,863,983 Ending Working Capital Current Month 5,664,920$ Notes 1 Settling up the Due To/Due Froms in FY 2016. TOWN OF PROSPER, TEXAS Preliminary September 30, 2016 CAPITAL PROJECTS FUND-WATER/SEWER MONTHLY FINANCIAL REPORT Item 5c 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 - 350,000.00 - 350,000.00 - 753,101.48 - 245,469.62 215.17 403,101.48 100-4061-10-00 Notary Fees - 200.00 - 200.00 - 240.00 - 35.00 120.00 40.00 100-4105-10-00 Property Taxes -Delinquent - 80,000.00 - 80,000.00 - 127,277.66 - 2,448.83 159.10 47,277.66 100-4110-10-00 Property Taxes -Current - 8,337,169.00 - 8,337,169.00 - 8,278,839.08 - 4,120.81 99.30 - 58,329.92 100-4115-10-00 Taxes -Penalties - 30,000.00 - 30,000.00 - 52,370.22 - 1,608.74 174.57 22,370.22 100-4120-10-00 Sales Taxes - 3,421,640.00 - 3,421,640.00 - 3,996,505.50 - 366,913.13 116.80 574,865.50 100-4130-10-00 Sales Tax-Mixed Beverage - 15,000.00 - 15,000.00 - 12,155.56 81.04 - 2,844.44 100-4140-10-00 Franchise Taxes - Electric - 400,000.00 - 400,000.00 - 337,628.04 84.41 - 62,371.96 100-4150-10-00 Franchise Taxes - Telephone - 190,000.00 - 190,000.00 - 161,858.79 85.19 - 28,141.21 100-4160-10-00 Franchise Taxes - Gas - 100,000.00 - 100,000.00 - 83,175.80 83.18 - 16,824.20 100-4170-10-00 Franchise Taxes - Road Usage - 5,500.00 - 5,500.00 - 8,188.39 148.88 2,688.39 100-4190-10-00 Franchise Fee-Cable - 24,200.00 - 24,200.00 - 20,390.81 84.26 - 3,809.19 100-4200-10-00 T-Mobile Fees - 34,608.00 - 34,608.00 - 37,305.00 - 2,883.75 107.79 2,697.00 100-4201-10-00 Tierone Converged Network - 18,000.00 - 18,000.00 - 18,000.00 - 1,500.00 100.00 100-4202-10-00 NTTA Tag Sales - 150.00 - 150.00 - 135.00 90.00 - 15.00 100-4205-10-00 Blue Wireless Fees (Panaband)- 18,000.00 - 18,000.00 - 23,321.25 - 1,983.75 129.56 5,321.25 100-4206-10-00 Verizon Antenna Lease - 32,200.00 - 32,200.00 32,200.00 100-4218-10-00 Administrative Fees-EDC - 7,500.00 - 7,500.00 - 7,500.00 - 625.00 100.00 100-4230-10-00 Other Permits - 1,680.00 3,000.00 1,680.00 100-4610-10-00 Interest Income - 40,000.00 - 40,000.00 - 31,319.21 - 1,290.77 78.30 - 8,680.79 100-4910-10-00 Other Revenue - 30,000.00 - 30,000.00 - 12,195.17 0.21 40.65 - 17,804.83 100-4995-10-00 Transfer In/Out - 1,091,166.00 - 33,000.00 - 1,124,166.00 - 1,124,166.00 - 90,930.50 100.00 100-4410-10-07 Court Fines - 300,000.00 - 300,000.00 - 392,352.47 - 33,644.34 130.78 92,352.47 100-4610-10-07 Interest Income - 2,000.00 - 2,000.00 - 4,490.45 - 465.82 224.52 2,490.45 100-4930-10-99 Insurance Proceeds - 33,498.27 33,498.27 100-4060-20-01 NSF Fees - 50.00 50.00 100-4230-20-01 Other Permits - 600.00 - 600.00 - 850.00 - 50.00 141.67 250.00 100-4440-20-01 Accident Reports - 600.00 - 600.00 - 738.00 - 63.00 123.00 138.00 100-4450-20-01 Alarm Fee - 35,200.00 - 35,200.00 - 41,695.00 - 3,948.00 118.45 6,495.00 100-4910-20-01 Other Revenue - 1,000.00 - 1,000.00 - 1,100.00 110.00 100.00 100-4310-30-01 Charges for Services - 200,000.00 - 200,000.00 - 213,356.14 - 11,897.76 106.68 13,356.14 100-4411-30-01 CC FIRE ASSOC - 525.29 525.29 100-4510-30-01 Grants - 3,000.00 - 3,000.00 - 3,075.12 - 3,075.12 102.50 75.12 100-4315-30-05 Fire Review/Inspect Fees - 27,000.00 - 27,000.00 - 42,800.00 - 6,625.00 158.52 15,800.00 100-4012-40-01 Saturday Inspection Fee - 600.00 - 200.00 600.00 100-4017-40-01 Contractor Registration Fee - 44,000.00 - 44,000.00 - 71,000.00 - 4,600.00 161.36 27,000.00 100-4210-40-01 Building Permits - 2,386,400.00 - 2,386,400.00 - 2,855,875.69 - 243,040.23 119.67 469,475.69 100-4230-40-01 Other Permits - 165,000.00 - 165,000.00 - 202,521.40 - 12,885.00 122.74 37,521.40 100-4240-40-01 Plumb/Elect/Mech Permits - 30,000.00 - 30,000.00 - 54,902.00 - 4,500.00 183.01 24,902.00 100-4242-40-01 Re-inspection Fees - 35,000.00 - 35,000.00 - 51,155.00 - 6,580.00 146.16 16,155.00 100-4910-40-01 Other Revenue - 3,800.00 - 3,800.00 - 14,192.61 - 1,699.52 373.49 10,392.61 100-4245-40-02 Health Inspections - 15,300.00 - 15,300.00 - 19,350.00 - 600.00 126.47 4,050.00 100-4910-40-02 Other Revenue - 750.00 - 750.00 - 1,160.00 154.67 410.00 100-4220-40-03 Zoning Application Fees - 10,000.00 - 10,000.00 - 61,570.86 - 1,970.00 615.71 51,570.86 100-4225-40-03 Development Application Fees - 75,000.00 - 75,000.00 - 69,559.61 - 820.00 92.75 - 5,440.39 Item 5c 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 100-4910-40-03 Other Revenue - 1,000.00 - 1,000.00 - 158,420.10 - 500.00 158.42 157,420.10 100-4910-50-01 Other Revenue - 25,200.00 - 7,200.00 25,200.00 100-4056-60-00 Field Rental Fees - 40,000.00 - 40,000.00 - 45,512.50 - 8,605.00 113.78 5,512.50 100-4057-60-00 Pavilion User Fees - 3,500.00 - 3,500.00 - 3,410.00 - 155.00 97.43 - 90.00 100-4058-60-00 Park Program Fees - 40,000.00 - 40,000.00 - 48,702.27 - 3,099.25 121.76 8,702.27 100-4059-60-00 Landscape Inspection Fee - 200.00 200.00 100-4910-60-00 Other Revenue - 6,000.00 6,000.00 100-4063-60-05 Lost Fees - 60.00 - 60.00 - 272.23 453.72 212.23 100-4064-60-05 Printing/Copying Fees - 75.00 - 75.00 - 61.43 - 5.20 81.91 - 13.57 100-4065-60-05 Book Fines - 300.00 - 300.00 - 851.00 - 28.25 283.67 551.00 100-4510-60-05 Grants - 19,335.00 - 19,335.00 - 20,463.82 105.84 1,128.82 100-4910-60-05 Other Revenue - 250.00 - 250.00 - 0.70 0.28 - 249.30 100-5110-10-01 Salaries & Wages 60,400.00 4,000.00 64,400.00 66,209.50 8,900.01 102.81 - 1,809.50 100-5115-10-01 Salaries - Overtime 4,852.00 4,852.00 149.13 3.07 4,702.87 100-5140-10-01 Salaries - Longevity Pay 155.00 155.00 155.00 100.00 100-5145-10-01 Social Security Expense 4,055.00 4,055.00 4,091.87 548.51 100.91 - 36.87 100-5150-10-01 Medicare Expense 948.00 948.00 956.97 128.28 100.95 - 8.97 100-5155-10-01 SUTA Expense 9.00 9.00 171.00 1,900.00 - 162.00 100-5160-10-01 Health/Dental Insurance 2,100.00 2,100.00 4,668.67 529.55 222.32 - 2,568.67 100-5165-10-01 Dental Insurance 354.00 354.00 364.16 40.58 102.87 - 10.16 100-5170-10-01 Life Insurance 95.00 95.00 92.59 9.85 97.46 2.41 100-5175-10-01 Liability (TML)/Workers' Comp 137.00 137.00 117.92 1.28 86.07 19.08 100-5180-10-01 TMRS Expense 8,503.00 8,503.00 8,200.12 1,106.98 96.44 302.88 100-5185-10-01 Long Term/Short Term Disabilit 124.00 124.00 107.51 12.08 86.70 16.49 100-5186-10-01 WELLE-Wellness Prog Reimb Emp 362.23 48.95 - 362.23 100-5190-10-01 Contract Labor 8,840.00 8,840.00 8,875.00 1,020.00 100.40 - 35.00 100-5210-10-01 Supplies 1,500.00 - 607.00 893.00 762.78 233.61 85.42 130.22 100-5212-10-01 Building Supplies 1,000.00 500.00 1,500.00 1,179.09 253.72 78.61 320.91 100-5230-10-01 Dues,Fees,& Subscriptions 2,550.00 207.00 2,757.00 2,681.95 97.28 75.05 100-5240-10-01 Postage and Delivery 100.00 100.00 27.71 11.16 27.71 72.29 100-5250-10-01 Publications 100.00 100.00 98.00 98.00 2.00 100-5280-10-01 Printing and Reproduction 500.00 - 100.00 400.00 305.45 164.45 76.36 94.55 100-5330-10-01 Copier Expense 7,286.00 - 6,700.00 586.00 209.11 54.66 35.68 376.89 100-5340-10-01 Building Repairs 1,000.00 1,000.00 548.94 54.89 451.06 100-5410-10-01 Professional Services 272,110.00 - 6,100.00 266,010.00 255,390.92 29,017.47 96.01 10,619.08 100-5418-10-01 IT Fees 2,750.00 - 2,700.00 50.00 50.00 100-5430-10-01 Legal Fees 69,494.00 69,494.00 65,345.74 12,264.00 94.03 4,148.26 100-5480-10-01 Contracted Services 1,000.00 1,000.00 979.28 183.69 97.93 20.72 100-5520-10-01 Telephones 9,000.00 - 8,945.00 55.00 54.24 98.62 0.76 100-5524-10-01 Gas 500.00 105.00 605.00 546.22 89.06 90.28 58.78 100-5525-10-01 Electricity 7,250.00 7,250.00 5,488.68 1,066.27 75.71 1,761.32 100-5526-10-01 Data Network 23,000.00 - 20,425.00 2,575.00 706.80 75.98 27.45 1,868.20 100-5530-10-01 Travel 250.00 250.00 36.49 36.49 14.60 213.51 100-5533-10-01 Mileage Expense 200.00 200.00 200.00 100-5536-10-01 Training/Seminars 200.00 200.00 200.00 Item 5c 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 100-5110-10-02 Salaries & Wages 118,048.00 118,048.00 112,141.35 15,405.09 95.00 5,906.65 100-5140-10-02 Salaries - Longevity Pay 150.00 150.00 150.00 100.00 100-5143-10-02 Cell Phone Allowance 1,500.00 1,500.00 1,125.00 135.00 75.00 375.00 100-5145-10-02 Social Security Expense 7,621.00 7,621.00 7,029.94 964.07 92.24 591.06 100-5150-10-02 Medicare Expense 1,782.00 1,782.00 1,644.10 225.47 92.26 137.90 100-5155-10-02 SUTA Expense 37.00 37.00 483.50 61.13 1,306.76 - 446.50 100-5170-10-02 Life Insurance 192.00 192.00 215.88 23.10 112.44 - 23.88 100-5175-10-02 Liability (TML)/Workers' Comp 3,027.00 3,027.00 2,582.41 2.11 85.31 444.59 100-5180-10-02 TMRS Expense 16,142.00 16,142.00 11,343.48 1,524.34 70.27 4,798.52 100-5185-10-02 Long Term/Short Term Disabilit 236.00 236.00 163.85 16.55 69.43 72.15 100-5186-10-02 WELLE-Wellness Prog Reimb Emp 1,000.00 1,000.00 1,000.00 100-5193-10-02 Records Retention 3,700.00 - 1,800.00 1,900.00 1,815.55 1,595.00 95.56 84.45 100-5210-10-02 Supplies 2,100.00 100.00 2,200.00 2,382.80 84.88 108.31 - 182.80 100-5212-10-02 Building Supplies 67.43 67.43 - 67.43 100-5220-10-02 Office Equipment 15,300.00 - 7,500.00 7,800.00 7,704.16 98.77 95.84 100-5230-10-02 Dues,Fees,& Subscriptions 630.00 1,000.00 1,630.00 1,423.79 10.00 87.35 206.21 100-5240-10-02 Postage and Delivery 200.00 200.00 110.47 50.79 55.24 89.53 100-5280-10-02 Printing and Reproduction 635.00 500.00 1,135.00 786.22 553.71 69.27 348.78 100-5310-10-02 Rental Expense 7,000.00 - 1,100.00 5,900.00 5,814.01 945.84 98.54 85.99 100-5312-10-02 Equipment Lease 223.92 223.92 - 223.92 100-5330-10-02 Copier Expense 2,000.00 2,000.00 1,500.57 402.45 75.03 499.43 100-5340-10-02 Building Repairs 1,000.00 1,000.00 966.50 96.65 33.50 100-5419-10-02 IT Licenses 1,700.00 1,700.00 813.16 813.16 47.83 886.84 100-5430-10-02 Legal Fees 17,000.00 12,500.00 29,500.00 29,255.24 7,292.82 99.17 244.76 100-5435-10-02 Legal Notices/Filings 5,000.00 5,000.00 5,094.82 1,129.83 101.90 - 94.82 100-5460-10-02 Election Expense 5,000.00 - 4,780.00 220.00 150.52 68.42 69.48 100-5480-10-02 Contracted Services 69,113.00 2,000.00 71,113.00 55,238.70 20,278.20 15,412.50 77.68 461.80 100-5520-10-02 Telephones 500.00 500.00 447.76 69.98 89.55 52.24 100-5526-10-02 Data Network 480.00 480.00 455.88 75.98 94.98 24.12 100-5530-10-02 Travel 3,950.00 - 3,300.00 650.00 215.96 215.96 33.23 434.04 100-5533-10-02 Mileage Expense 1,100.00 - 900.00 200.00 149.04 74.52 50.96 100-5536-10-02 Training/Seminars 2,220.00 - 700.00 1,520.00 1,165.00 345.00 76.65 355.00 100-5538-10-02 Council/Public Official Expens 21,000.00 21,000.00 19,877.31 8,589.20 94.65 1,122.69 100-5600-10-02 Special Events 4,086.00 4,086.00 3,984.54 1,628.49 97.52 101.46 100-5110-10-03 Salaries & Wages 361,150.00 - 25,000.00 336,150.00 319,061.75 41,026.10 94.92 17,088.25 100-5115-10-03 Salaries - Overtime 1,808.00 1,808.00 1,628.49 288.83 90.07 179.51 100-5126-10-03 Salaries-Vacation Buy-Out 1,405.00 1,405.00 1,404.92 99.99 0.08 100-5140-10-03 Salaries - Longevity Pay 435.00 435.00 340.00 78.16 95.00 100-5143-10-03 Cell Phone Allowance 1,080.00 1,080.00 300.00 27.78 780.00 100-5145-10-03 Social Security Expense 22,684.00 22,684.00 19,615.92 2,547.72 86.48 3,068.08 100-5150-10-03 Medicare Expense 5,305.00 5,305.00 4,587.59 595.85 86.48 717.41 100-5155-10-03 SUTA Expense 45.00 45.00 763.34 70.34 1,696.31 - 718.34 100-5160-10-03 Health/Dental Insurance 26,317.00 26,317.00 18,273.98 1,567.45 69.44 8,043.02 100-5165-10-03 Dental Insurance 1,764.00 1,764.00 1,192.16 122.18 67.58 571.84 100-5170-10-03 Life Insurance 635.00 635.00 461.64 39.40 72.70 173.36 Item 5c 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 100-5175-10-03 Liability (TML)/Workers' Comp 762.00 762.00 658.58 9.05 86.43 103.42 100-5180-10-03 TMRS Expense 47,564.00 47,564.00 39,493.84 5,124.44 83.03 8,070.16 100-5185-10-03 Long Term/Short Term Disabilit 695.00 695.00 508.93 50.65 73.23 186.07 100-5186-10-03 WELLE-Wellness Prog Reimb Emp 3,750.00 3,750.00 612.23 111.45 16.33 3,137.77 100-5190-10-03 Contract Labor 7,000.00 7,000.00 6,500.00 750.00 92.86 500.00 100-5210-10-03 Supplies 3,500.00 3,500.00 4,319.51 648.53 123.42 - 819.51 100-5212-10-03 Building Supplies 2,500.00 2,500.00 2,119.51 419.15 84.78 380.49 100-5220-10-03 Office Equipment 2,400.00 2,400.00 2,382.32 2,382.32 99.26 17.68 100-5230-10-03 Dues,Fees,& Subscriptions 5,100.00 5,100.00 3,898.44 641.00 76.44 1,201.56 100-5240-10-03 Postage and Delivery 1,500.00 1,500.00 1,919.18 184.11 127.95 - 419.18 100-5280-10-03 Printing and Reproduction 251.68 21.67 - 251.68 100-5310-10-03 Rental Expense 20,000.00 20,000.00 19,307.70 1,684.60 96.54 692.30 100-5330-10-03 Copier Expense 19,061.00 - 17,800.00 1,261.00 1,027.00 203.00 81.44 234.00 100-5340-10-03 Building Repairs 1,500.00 1,500.00 309.56 50.91 20.64 1,190.44 100-5400-10-03 Uniform Expense 167.00 167.00 - 167.00 100-5410-10-03 Professional Services 3,500.00 3,500.00 12,211.80 1,560.60 348.91 - 8,711.80 100-5412-10-03 Audit Fees 38,200.00 38,200.00 33,125.00 86.72 5,075.00 100-5414-10-03 Appraisal/Tax Fees 75,000.00 75,000.00 84,347.92 1,032.48 112.46 - 9,347.92 100-5418-10-03 IT Fees 58,500.00 58,500.00 31,239.70 10,000.00 53.40 27,260.30 100-5419-10-03 IT Licenses 12,500.00 12,500.00 12,500.00 100.00 100-5430-10-03 Legal Fees 9,289.00 9,289.00 7,150.48 456.00 76.98 2,138.52 100-5435-10-03 Legal Notices/Filings 63.00 63.00 - 63.00 100-5480-10-03 Contracted Services 1,600.00 1,600.00 2,373.00 159.00 148.31 - 773.00 100-5520-10-03 Telephones 1,600.00 1,600.00 749.78 103.04 46.86 850.22 100-5525-10-03 Electricity 8,500.00 8,500.00 6,070.10 1,149.73 71.41 2,429.90 100-5526-10-03 Data Network 500.00 500.00 455.88 75.98 91.18 44.12 100-5530-10-03 Travel 9,500.00 - 2,400.00 7,100.00 6,017.38 1,384.29 84.75 1,082.62 100-5533-10-03 Mileage Expense 383.97 34.56 - 383.97 100-5536-10-03 Training/Seminars 6,000.00 6,000.00 4,693.00 948.50 78.22 1,307.00 100-5110-10-04 Salaries & Wages 127,750.00 127,750.00 124,692.65 17,971.35 97.61 3,057.35 100-5115-10-04 Salaries - Overtime 5,000.00 5,000.00 5,000.00 100-5126-10-04 Salaries-Vacation Buy-Out 1,940.00 1,940.00 1,979.36 102.03 - 39.36 100-5140-10-04 Salaries - Longevity Pay 140.00 140.00 140.00 100.00 100-5145-10-04 Social Security Expense 8,050.00 8,050.00 7,252.46 1,048.90 90.09 797.54 100-5150-10-04 Medicare Expense 1,883.00 1,883.00 1,696.14 245.31 90.08 186.86 100-5155-10-04 SUTA Expense 18.00 18.00 337.40 1,874.44 - 319.40 100-5160-10-04 Health/Dental Insurance 15,964.00 15,964.00 12,312.84 1,476.28 77.13 3,651.16 100-5165-10-04 Dental Insurance 618.00 618.00 666.65 90.23 107.87 - 48.65 100-5170-10-04 Life Insurance 254.00 254.00 224.18 23.13 88.26 29.82 100-5175-10-04 Liability (TML)/Workers' Comp 273.00 273.00 257.21 24.63 94.22 15.79 100-5180-10-04 TMRS Expense 16,971.00 16,971.00 15,641.56 2,230.79 92.17 1,329.44 100-5185-10-04 Long Term/Short Term Disabilit 246.00 246.00 202.38 24.26 82.27 43.62 100-5186-10-04 WELLE-Wellness Prog Reimb Emp 2,500.00 2,500.00 587.50 62.50 23.50 1,912.50 100-5191-10-04 Hiring Cost 23,200.00 23,200.00 17,445.65 3,925.65 75.20 5,754.35 100-5210-10-04 Supplies 1,710.00 1,710.00 1,299.89 31.88 76.02 410.11 Item 5c 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 100-5220-10-04 Office Equipment 9,463.00 - 4,821.00 4,642.00 3,532.49 399.99 76.10 1,109.51 100-5230-10-04 Dues,Fees,& Subscriptions 5,530.00 3,390.00 8,920.00 4,656.00 474.00 52.20 4,264.00 100-5240-10-04 Postage and Delivery 382.00 382.00 175.64 21.49 45.98 206.36 100-5250-10-04 Publications 350.00 485.00 835.00 834.86 99.98 0.14 100-5280-10-04 Printing and Reproduction 141.00 141.00 141.00 100.00 100-5330-10-04 Copier Expense 1,160.00 100.00 1,260.00 1,258.84 237.22 99.91 1.16 100-5400-10-04 Uniform Expense 100.00 100.00 100.00 100.00 100.00 100-5410-10-04 Professional Services 21,000.00 39,800.00 60,800.00 58,912.49 28,125.26 1,851.48 96.90 36.03 100-5419-10-04 IT Licenses 3,000.00 285.00 3,285.00 3,285.00 100.00 100-5430-10-04 Legal Fees 20,000.00 - 15,591.00 4,409.00 4,389.00 741.00 99.55 20.00 100-5435-10-04 Legal Notices/Filings 50.00 50.00 75.80 75.80 151.60 - 25.80 100-5480-10-04 Contracted Services 906.00 906.00 905.15 610.60 99.91 0.85 100-5520-10-04 Telephones 1,272.00 1,272.00 617.70 103.04 48.56 654.30 100-5530-10-04 Travel 3,600.00 3,600.00 1,212.02 33.67 2,387.98 100-5533-10-04 Mileage Expense 192.67 192.67 - 192.67 100-5536-10-04 Training/Seminars 3,500.00 3,500.00 2,176.27 2,046.27 62.18 1,323.73 100-5600-10-04 Special Events 10,000.00 155.00 10,155.00 10,153.25 1,580.31 99.98 1.75 100-5110-10-05 Salaries & Wages 156,424.00 - 56,800.00 99,624.00 99,580.94 22,654.90 99.96 43.06 100-5115-10-05 Salaries - Overtime 500.00 500.00 471.55 28.85 94.31 28.45 100-5143-10-05 Cell Phone Allowance 2,800.00 - 1,295.00 1,505.00 1,495.00 345.00 99.34 10.00 100-5145-10-05 Social Security Expense 10,308.00 - 4,625.00 5,683.00 5,682.33 1,319.67 99.99 0.67 100-5150-10-05 Medicare Expense 2,411.00 - 1,100.00 1,311.00 1,328.94 308.64 101.37 - 17.94 100-5155-10-05 SUTA Expense 16.00 16.00 342.00 2,137.50 - 326.00 100-5160-10-05 Health/Dental Insurance 7,747.00 2,700.00 10,447.00 10,428.99 1,720.35 99.83 18.01 100-5165-10-05 Dental Insurance 537.00 537.00 468.78 92.70 87.30 68.22 100-5170-10-05 Life Insurance 17.00 17.00 140.00 26.18 823.53 - 123.00 100-5175-10-05 Liability (TML)/Workers' Comp 875.00 875.00 750.66 3.42 85.79 124.34 100-5180-10-05 TMRS Expense 22,244.00 - 9,700.00 12,544.00 12,561.42 2,848.65 100.14 - 17.42 100-5185-10-05 Long Term/Short Term Disabilit 316.00 316.00 164.43 30.64 52.04 151.57 100-5191-10-05 Hiring Cost 200.00 200.00 200.00 100-5210-10-05 Supplies 1,000.00 1,000.00 307.95 30.94 30.80 692.05 100-5212-10-05 Building Supplies 500.00 500.00 246.67 64.67 49.33 253.33 100-5220-10-05 Office Equipment 19,600.00 - 7,200.00 12,400.00 9,778.52 579.97 78.86 2,621.48 100-5225-10-05 Computer Hardware 51,320.00 51,320.00 46,595.27 28,007.05 90.79 4,724.73 100-5230-10-05 Dues,Fees,& Subscriptions 500.00 500.00 150.00 30.00 350.00 100-5240-10-05 Postage and Delivery 300.00 300.00 19.22 8.95 6.41 280.78 100-5280-10-05 Printing and Reproduction 200.00 200.00 73.40 36.70 126.60 100-5330-10-05 Copier Expense 26,368.00 26,368.00 26,369.43 2,203.60 100.01 - 1.43 100-5350-10-05 Vehicle Expense 500.00 - 250.00 250.00 250.00 100-5352-10-05 Fuel 1,000.00 - 1,000.00 100-5400-10-05 Uniform Expense 800.00 800.00 619.47 396.12 77.43 180.53 100-5410-10-05 Professional Services 5,000.00 5,000.00 3,706.85 3,706.85 74.14 1,293.15 100-5418-10-05 IT Fees 130,000.00 6,715.00 136,715.00 134,846.39 3,271.43 98.63 1,868.61 100-5419-10-05 IT Licenses 7,000.00 25,000.00 32,000.00 35,548.62 17,185.22 111.09 - 3,548.62 100-5430-10-05 Legal Fees 1,000.00 1,000.00 969.00 741.00 96.90 31.00 Item 5c 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 100-5480-10-05 Contracted Services 5,000.00 5,000.00 330.00 6.60 4,670.00 100-5520-10-05 Telephones 35,075.00 35,075.00 34,932.29 2,626.12 99.59 142.71 100-5526-10-05 Data Network 1,000.00 41,247.00 42,247.00 36,696.76 3,455.49 86.86 5,550.24 100-5530-10-05 Travel 5,000.00 5,000.00 996.57 19.93 4,003.43 100-5533-10-05 MILEAGE EXPENSE 1,000.00 1,000.00 324.92 40.49 32.49 675.08 100-5536-10-05 Training/Seminars 2,000.00 2,000.00 1,027.60 602.60 51.38 972.40 100-5620-10-05 Tools & Equipment 1,000.00 1,000.00 745.07 346.13 74.51 254.93 100-5630-10-05 Safety Equipment 500.00 500.00 500.00 100-5110-10-07 Salaries & Wages 115,356.00 115,356.00 113,957.53 15,588.23 98.79 1,398.47 100-5115-10-07 Salaries - Overtime 251.00 251.00 251.00 100-5126-10-07 Salaries-Vacation Buy-Out 1,541.00 1,541.00 1,540.68 99.98 0.32 100-5128-10-07 Language Pay 900.00 900.00 1,600.00 300.00 177.78 - 700.00 100-5140-10-07 Salaries - Longevity Pay 190.00 190.00 130.00 68.42 60.00 100-5145-10-07 Social Security Expense 7,275.00 7,275.00 6,573.63 896.42 90.36 701.37 100-5150-10-07 Medicare Expense 1,701.00 1,701.00 1,537.39 209.65 90.38 163.61 100-5155-10-07 SUTA Expense 18.00 18.00 512.01 2,844.50 - 494.01 100-5160-10-07 Health/Dental Insurance 7,656.00 7,900.00 15,556.00 18,131.05 1,974.43 116.55 - 2,575.05 100-5165-10-07 Dental Insurance 353.00 353.00 697.14 87.40 197.49 - 344.14 100-5170-10-07 Life Insurance 95.00 95.00 177.30 19.70 186.63 - 82.30 100-5175-10-07 Liability (TML)/Workers' Comp 243.00 243.00 208.66 2.24 85.87 34.34 100-5180-10-07 TMRS Expense 15,254.00 15,254.00 14,037.27 1,935.99 92.02 1,216.73 100-5185-10-07 Long Term/Short Term Disabilit 223.00 223.00 183.16 21.15 82.14 39.84 100-5186-10-07 WELLE-Wellness Prog Reimb Emp 1,500.00 1,500.00 237.50 62.50 15.83 1,262.50 100-5190-10-07 Contract Labor 6,800.00 - 2,000.00 4,800.00 5,475.00 765.00 114.06 - 675.00 100-5191-10-07 Hiring Cost 225.00 225.00 - 225.00 100-5210-10-07 Supplies 1,700.00 1,700.00 1,699.28 99.96 0.72 100-5212-10-07 Building Supplies 2,000.00 1,300.00 3,300.00 3,277.31 866.00 99.31 22.69 100-5220-10-07 Office Equipment 8,200.00 - 2,300.00 5,900.00 5,880.00 5,880.00 99.66 20.00 100-5230-10-07 Dues,Fees,& Subscriptions 250.00 250.00 165.94 66.38 84.06 100-5240-10-07 Postage and Delivery 1,400.00 - 375.00 1,025.00 1,021.51 223.26 99.66 3.49 100-5250-10-07 Publications 100.00 - 100.00 100-5280-10-07 Printing and Reproduction 700.00 700.00 620.26 88.61 79.74 100-5310-10-07 Rental Expense 32,816.00 2,000.00 34,816.00 34,786.50 117.00 99.92 29.50 100-5320-10-07 Repairs & Maintenance 1,000.00 1,000.00 153.44 52.48 15.34 846.56 100-5330-10-07 Copier Expense 900.00 900.00 1,728.62 254.42 192.07 - 828.62 100-5400-10-07 Uniform Expense 428.23 428.23 - 428.23 100-5418-10-07 IT Fees 5,700.00 - 900.00 4,800.00 4,787.98 34.99 99.75 12.02 100-5420-10-07 Municipal Court/Judge Fees 24,000.00 - 3,000.00 21,000.00 20,236.00 2,400.00 96.36 764.00 100-5425-10-07 State Fines Expense 1,186.43 - 1,186.43 100-5430-10-07 Legal Fees 31,200.00 - 1,000.00 30,200.00 30,014.23 2,760.00 99.39 185.77 100-5480-10-07 Contracted Services 1,260.00 1,260.00 500.31 39.71 759.69 100-5481-10-07 Cash Over/Short 19.00 - 19.00 100-5520-10-07 Telephones 2,184.00 - 1,795.00 389.00 329.35 84.67 59.65 100-5524-10-07 Gas 900.00 - 200.00 700.00 624.13 89.06 89.16 75.87 100-5525-10-07 Electricity 2,000.00 - 725.00 1,275.00 1,254.82 303.40 98.42 20.18 Item 5c 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 100-5530-10-07 Travel 700.00 - 700.00 100-5533-10-07 Mileage Expense 700.00 - 700.00 100-5536-10-07 Training/Seminars 700.00 - 100.00 600.00 500.00 250.00 83.33 100.00 100-5176-10-99 TML Prop. & Liab. Insurance 110,000.00 - 7,500.00 102,500.00 77,761.19 75.87 24,738.81 100-5305-10-99 Chapt 380 Program Grant Exp 119,996.00 119,996.00 111,386.45 1,508.21 92.83 8,609.55 100-5410-10-99 Professional Services 7,500.00 7,500.00 15,188.07 2,626.29 202.51 - 7,688.07 100-5418-10-99 IT Fees 29,590.00 - 8,910.00 20,680.00 7,099.05 7,099.05 34.33 13,580.95 100-5480-10-99 Contracted Services 49,600.00 49,600.00 46,000.00 3,000.00 92.74 3,600.00 100-5930-10-99 Damage Claims Expense 7,336.84 7,336.84 - 7,336.84 100-6125-10-99 Capital Expense Technology 84,795.00 84,795.00 84,795.00 7,066.25 100.00 100-6140-10-99 Capital Expenditure - Equipmen 77,874.00 77,874.00 77,874.00 6,489.50 100.00 100-6160-10-99 Capital Expenditure - Vehicles 280,489.00 280,489.00 280,488.96 23,374.08 100.00 0.04 100-7000-10-99 Contingency 50,000.00 50,000.00 12,941.00 9,000.00 25.88 28,059.00 100-5110-20-01 Salaries & Wages 1,384,138.00 - 111,712.00 1,272,426.00 1,226,135.80 168,329.19 96.36 46,290.20 100-5115-20-01 Salaries - Overtime 55,586.00 55,586.00 83,204.07 8,239.17 149.69 - 27,618.07 100-5126-20-01 Salaries-Vacation Buy-Out 4,397.00 4,397.00 4,609.22 104.83 - 212.22 100-5127-20-01 Salaries-Certification Pay 23,100.00 23,100.00 20,281.76 2,836.07 87.80 2,818.24 100-5140-20-01 Salaries - Longevity Pay 5,691.00 5,691.00 4,435.00 77.93 1,256.00 100-5143-20-01 Cell Phone Allowance 1,380.00 1,380.00 1,437.50 172.50 104.17 - 57.50 100-5145-20-01 Social Security Expense 91,412.00 91,412.00 79,046.08 10,814.04 86.47 12,365.92 100-5147-20-01 IT HARDWARE 108.24 - 108.24 100-5150-20-01 Medicare Expense 21,379.00 21,379.00 18,652.53 2,529.11 87.25 2,726.47 100-5155-20-01 SUTA Expense 207.00 207.00 3,446.88 1.49 1,665.16 - 3,239.88 100-5160-20-01 Health/Dental Insurance 123,358.00 123,358.00 125,157.81 11,691.90 101.46 - 1,799.81 100-5165-20-01 Dental Insurance 7,318.00 7,318.00 6,635.72 770.08 90.68 682.28 100-5170-20-01 Life Insurance 6,210.00 6,210.00 5,621.20 629.15 90.52 588.80 100-5175-20-01 Liability (TML)/Workers' Comp 26,877.00 26,877.00 22,858.63 899.15 85.05 4,018.37 100-5180-20-01 TMRS Expense 192,051.00 192,051.00 164,508.52 22,217.75 85.66 27,542.48 100-5185-20-01 Long Term/Short Term Disabilit 2,801.00 2,801.00 1,923.14 223.11 68.66 877.86 100-5186-20-01 WELLE-Wellness Prog Reimb Emp 21,000.00 21,000.00 1,535.57 111.45 7.31 19,464.43 100-5190-20-01 Contract Labor 6,000.00 6,000.00 7,365.00 840.00 122.75 - 1,365.00 100-5191-20-01 Hiring Cost 1,600.00 1,600.00 1,169.96 210.21 73.12 430.04 100-5192-20-01 Physical & Psychological 300.00 300.00 600.00 200.00 - 300.00 100-5210-20-01 Supplies 11,963.00 6,000.00 17,963.00 14,761.74 2,353.79 82.18 3,201.26 100-5212-20-01 Building Supplies 900.00 900.00 2,795.70 1,210.83 310.63 - 1,895.70 100-5214-20-01 Tactical Supplies 57,500.00 57,500.00 55,803.69 12,608.02 97.05 1,696.31 100-5215-20-01 Ammunition 19,204.00 19,204.00 15,340.58 1,773.46 79.88 3,863.42 100-5220-20-01 Office Equipment 2,560.00 2,560.00 5,039.24 104.67 196.85 - 2,479.24 100-5230-20-01 Dues,Fees,& Subscriptions 8,500.00 8,500.00 8,783.39 1,404.98 103.33 - 283.39 100-5240-20-01 Postage and Delivery 750.00 750.00 1,169.29 125.90 155.91 - 419.29 100-5250-20-01 Publications 400.00 400.00 400.00 100-5265-20-01 Promotional Expense 1,000.00 1,000.00 997.13 997.13 99.71 2.87 100-5280-20-01 Printing and Reproduction 500.00 500.00 795.23 159.05 - 295.23 100-5290-20-01 Miscellaneous Expense 119.94 - 119.94 100-5310-20-01 Rental Expense 4,200.00 4,200.00 4,446.15 507.35 105.86 - 246.15 Item 5c 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 100-5320-20-01 Repairs & Maintenance 1,534.14 1,524.14 - 1,534.14 100-5330-20-01 Copier Expense 2,060.00 2,060.00 2,634.82 385.17 127.90 - 574.82 100-5335-20-01 Radio/Video Repairs 500.00 500.00 500.00 100-5340-20-01 Building Repairs 2,000.00 4,000.00 6,000.00 3,916.59 1,279.18 65.28 2,083.41 100-5350-20-01 Vehicle Expense 82,000.00 57,000.00 139,000.00 111,282.13 8,816.33 30,682.00 80.06 - 2,964.13 100-5352-20-01 Fuel 50,000.00 - 10,000.00 40,000.00 35,953.90 6,095.08 89.89 4,046.10 100-5353-20-01 Oil/Grease/Inspections 1,000.00 1,000.00 109.00 25.50 10.90 891.00 100-5400-20-01 Uniform Expense 17,000.00 1,500.00 18,500.00 14,275.82 568.84 77.17 4,224.18 100-5410-20-01 Professional Services 1,600.00 1,600.00 1,203.00 75.19 397.00 100-5415-20-01 Tution Reimbursement 6,000.00 6,000.00 5,200.00 1,100.00 86.67 800.00 100-5417-20-01 IT HARDWARE 1,070.28 729.88 - 1,070.28 100-5418-20-01 IT Fees 1,000.00 - 750.00 250.00 250.00 100-5419-20-01 IT Licenses 1,000.00 1,000.00 1,000.00 100-5430-20-01 Legal Fees 7,550.00 6,500.00 14,050.00 22,352.61 7,330.65 159.09 - 8,302.61 100-5480-20-01 Contracted Services 28,675.00 25,312.00 53,987.00 45,932.66 21,424.18 5,295.00 85.08 2,759.34 100-5520-20-01 Telephones 7,745.00 - 4,492.00 3,253.00 3,875.31 493.63 119.13 - 622.31 100-5524-20-01 Gas 400.00 - 400.00 100-5525-20-01 Electricity 10,000.00 10,000.00 12,616.38 2,322.01 126.16 - 2,616.38 100-5526-20-01 Data Network 5,760.00 5,760.00 6,088.68 1,027.72 105.71 - 328.68 100-5530-20-01 Travel 5,000.00 5,000.00 3,299.92 20.30 66.00 1,700.08 100-5533-20-01 Mileage Expense 500.00 500.00 295.81 59.16 204.19 100-5536-20-01 Training/Seminars 15,000.00 15,000.00 13,038.16 2,578.00 86.92 1,961.84 100-5600-20-01 Special Events 4,000.00 4,000.00 4,649.21 47.85 116.23 - 649.21 100-5630-20-01 Safety Equipment 22,000.00 3,000.00 25,000.00 22,039.92 1,113.88 88.16 2,960.08 100-5640-20-01 Signs & Hardware 500.00 500.00 500.00 100-6140-20-01 Capital Expenditure - Equipmen 15,900.00 15,900.00 15,875.00 7,937.50 99.84 25.00 100-5110-20-05 Salaries & Wages 419,788.00 419,788.00 360,545.22 48,207.60 85.89 59,242.78 100-5115-20-05 Salaries - Overtime 10,545.00 2,500.00 13,045.00 14,516.70 1,314.16 111.28 - 1,471.70 100-5126-20-05 Salaries-Vacation Buy-Out 1,533.00 1,533.00 1,563.60 102.00 - 30.60 100-5127-20-05 Salaries-Certification Pay 11,340.00 11,340.00 10,804.17 1,437.63 95.28 535.83 100-5140-20-05 Salaries - Longevity Pay 1,450.00 1,450.00 1,365.00 94.14 85.00 100-5145-20-05 Social Security Expense 27,568.00 27,568.00 23,060.74 3,060.13 83.65 4,507.26 100-5150-20-05 Medicare Expense 6,447.00 6,447.00 5,393.24 715.68 83.66 1,053.76 100-5155-20-05 SUTA Expense 90.00 90.00 1,539.00 1,710.00 - 1,449.00 100-5160-20-05 Health/Dental Insurance 37,409.00 37,409.00 40,143.64 4,026.55 107.31 - 2,734.64 100-5165-20-05 Dental Insurance 2,997.00 2,997.00 3,047.43 341.88 101.68 - 50.43 100-5170-20-05 Life Insurance 761.00 761.00 740.72 78.80 97.34 20.28 100-5175-20-05 Liability (TML)/Workers' Comp 900.00 900.00 777.13 7.26 86.35 122.87 100-5180-20-05 TMRS Expense 57,966.00 57,966.00 47,916.66 6,346.73 82.66 10,049.34 100-5185-20-05 Long Term/Short Term Disabilit 845.00 845.00 571.48 64.44 67.63 273.52 100-5186-20-05 WELLE-Wellness Prog Reimb Emp 7,250.00 7,250.00 2,029.10 347.90 27.99 5,220.90 100-5191-20-05 Hiring Cost 100.00 100.00 129.21 129.21 - 29.21 100-5192-20-05 Physical & Psychological 1,000.00 1,000.00 600.00 60.00 400.00 100-5210-20-05 Supplies 5,463.00 - 1,500.00 3,963.00 2,104.53 53.10 1,858.47 100-5212-20-05 Building Supplies 1,500.00 1,500.00 124.48 8.30 1,375.52 Item 5c 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 100-5220-20-05 Office Equipment 3,000.00 3,000.00 596.82 49.00 19.89 2,403.18 100-5230-20-05 Dues,Fees,& Subscriptions 1,000.00 1,000.00 741.47 113.98 74.15 258.53 100-5240-20-05 Postage and Delivery 100.00 100.00 100.00 100-5250-20-05 Publications 100.00 100.00 100.00 100-5280-20-05 Printing and Reproduction 100.00 100.00 100.00 100-5330-20-05 Copier Expense 557.00 557.00 570.16 80.97 102.36 - 13.16 100-5340-20-05 Building Repairs 3,740.00 1,500.00 5,240.00 4,862.99 92.81 377.01 100-5350-20-05 Vehicle Expense 41.28 - 41.28 100-5400-20-05 Uniform Expense 1,500.00 1,500.00 1,227.15 81.81 272.85 100-5418-20-05 IT Fees 4,500.00 4,500.00 210.00 4.67 4,290.00 100-5419-20-05 IT Licenses 5,000.00 5,000.00 725.00 14.50 4,275.00 100-5430-20-05 Legal Fees 500.00 500.00 500.00 100-5480-20-05 Contracted Services 160,280.00 160,280.00 79,790.82 3,588.98 49.78 80,489.18 100-5520-20-05 Telephones 2,499.00 - 1,600.00 899.00 752.84 101.28 83.74 146.16 100-5524-20-05 Gas 300.00 400.00 700.00 1,109.28 193.68 158.47 - 409.28 100-5530-20-05 Travel 1,000.00 1,000.00 1,000.00 100-5533-20-05 Mileage Expense 500.00 500.00 500.00 100-5536-20-05 Training/Seminars 5,000.00 5,000.00 760.00 400.00 15.20 4,240.00 100-5600-20-05 Special Events 500.00 500.00 310.00 62.00 190.00 100-5110-30-01 Salaries & Wages 2,153,340.00 - 20,500.00 2,132,840.00 1,893,572.79 289,230.01 88.78 239,267.21 100-5115-30-01 Salaries - Overtime 319,972.00 319,972.00 320,357.09 31,679.55 100.12 - 385.09 100-5126-30-01 Salaries-Vacation Buy-Out 1,953.00 1,953.00 3,984.84 204.04 - 2,031.84 100-5127-30-01 Salaries-Certification Pay 31,562.00 31,562.00 25,314.95 3,416.71 80.21 6,247.05 100-5140-30-01 Salaries - Longevity Pay 10,735.00 10,735.00 10,170.00 94.74 565.00 100-5141-30-01 Salaries - Incentive 1,270.81 - 1,270.81 100-5143-30-01 Cell Phone Allowance 4,680.00 4,680.00 4,720.00 600.00 100.86 - 40.00 100-5145-30-01 Social Security Expense 156,193.00 156,193.00 132,257.39 19,232.05 84.68 23,935.61 100-5150-30-01 Medicare Expense 36,529.00 36,529.00 30,971.35 4,497.82 84.79 5,557.65 100-5155-30-01 SUTA Expense 378.00 378.00 6,695.37 1,107.00 1,771.26 - 6,317.37 100-5160-30-01 Health/Dental Insurance 200,755.00 200,755.00 187,444.75 22,564.69 93.37 13,310.25 100-5165-30-01 Dental Insurance 9,258.00 9,258.00 9,435.50 1,230.71 101.92 - 177.50 100-5170-30-01 Life Insurance 7,899.00 7,899.00 8,106.49 1,036.18 102.63 - 207.49 100-5171-30-01 Life Insurance-Supplemental 8,000.00 8,000.00 7,307.00 91.34 693.00 100-5175-30-01 Liability (TML)/Workers' Comp 33,157.00 33,157.00 29,424.86 1,535.36 88.74 3,732.14 100-5180-30-01 TMRS Expense 328,350.00 328,350.00 266,286.18 39,834.80 81.10 62,063.82 100-5185-30-01 Long Term/Short Term Disabilit 4,787.00 4,787.00 2,949.57 350.48 61.62 1,837.43 100-5186-30-01 WELLE-Wellness Prog Reimb Emp 35,500.00 35,500.00 4,973.65 557.25 14.01 30,526.35 100-5190-30-01 Contract Labor 720.00 720.00 720.00 100-5191-30-01 Hiring Cost 1,000.00 1,000.00 413.60 41.36 586.40 100-5194-30-01 FD Annual Phy & Screening 27,800.00 27,800.00 16,845.50 10,474.50 60.60 10,954.50 100-5210-30-01 Supplies 4,598.00 4,598.00 4,432.56 2,518.80 96.40 165.44 100-5212-30-01 Building Supplies 4,000.00 4,000.00 5,704.85 925.03 142.62 - 1,704.85 100-5220-30-01 Office Equipment 3,963.00 3,963.00 3,084.85 291.23 77.84 878.15 100-5230-30-01 Dues,Fees,& Subscriptions 5,800.00 5,800.00 4,471.10 508.10 77.09 1,328.90 100-5240-30-01 Postage and Delivery 250.00 250.00 329.78 154.36 131.91 - 79.78 Item 5c 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 100-5250-30-01 Publications 350.00 350.00 29.00 8.29 321.00 100-5280-30-01 Printing and Reproduction 600.00 600.00 258.71 43.12 341.29 100-5320-30-01 Repairs & Maintenance 6,500.00 6,500.00 6,429.18 193.93 98.91 70.82 100-5330-30-01 Copier Expense 53.00 53.00 1,629.02 350.51 3,073.62 - 1,576.02 100-5335-30-01 Radio/Video Repairs 6,000.00 6,000.00 4,998.08 663.75 765.00 83.30 236.92 100-5340-30-01 Building Repairs 45,517.00 45,517.00 25,887.58 4,604.63 56.88 19,629.42 100-5350-30-01 Vehicle Expense 35,000.00 35,000.00 43,209.25 9,997.55 123.46 - 8,209.25 100-5352-30-01 Fuel 20,000.00 20,000.00 14,366.46 2,714.27 71.83 5,633.54 100-5400-30-01 Uniform Expense 24,500.00 24,500.00 20,655.36 84.31 3,844.64 100-5410-30-01 Professional Services 7,500.00 20,500.00 28,000.00 28,537.07 28,537.07 23,500.00 101.92 - 24,037.07 100-5418-30-01 IT Fees 7,500.00 7,500.00 240.00 3.20 7,260.00 100-5430-30-01 Legal Fees 2,000.00 2,000.00 1,482.00 399.00 74.10 518.00 100-5440-30-01 EMS 84,047.00 84,047.00 76,425.87 15,187.16 90.93 7,621.13 100-5445-30-01 CERT Program Expenditures 20,000.00 20,000.00 12,245.49 3,703.40 61.23 7,754.51 100-5480-30-01 Contracted Services 6,530.00 6,530.00 6,663.39 1,013.08 102.04 - 133.39 100-5520-30-01 Telephones 8,165.00 - 6,640.00 1,525.00 1,577.25 254.56 103.43 - 52.25 100-5521-30-01 Cell Phone Expense 1,000.00 1,000.00 1,000.00 100-5524-30-01 Gas 5,000.00 5,000.00 2,203.75 316.48 44.08 2,796.25 100-5525-30-01 Electricity 25,000.00 25,000.00 17,725.55 4,985.71 70.90 7,274.45 100-5526-30-01 Data Network 26,201.00 - 16,200.00 10,001.00 5,742.86 1,115.04 57.42 4,258.14 100-5530-30-01 Travel 3,000.00 3,000.00 231.17 27.00 7.71 2,768.83 100-5533-30-01 Mileage Expense 1,500.00 1,500.00 1,500.00 100-5536-30-01 Training/Seminars 20,175.00 20,175.00 9,606.93 950.00 47.62 10,568.07 100-5610-30-01 Fire Fighting Equipment 20,000.00 20,000.00 13,946.69 5,823.43 69.73 6,053.31 100-5630-30-01 Safety Equipment 31,000.00 31,000.00 36,918.86 445.73 119.09 - 5,918.86 100-5110-30-05 Salaries & Wages 90,823.00 90,823.00 93,698.87 12,404.00 103.17 - 2,875.87 100-5115-30-05 Salaries - Overtime 21,404.00 21,404.00 11,655.48 3,032.09 54.46 9,748.52 100-5140-30-05 Salaries - Longevity Pay 690.00 690.00 690.00 100.00 100-5143-30-05 Cell Phone Allowance 1,080.00 1,080.00 937.50 112.50 86.81 142.50 100-5145-30-05 Social Security Expense 7,068.00 7,068.00 5,863.77 886.37 82.96 1,204.23 100-5150-30-05 Medicare Expense 1,653.00 1,653.00 1,371.35 207.30 82.96 281.65 100-5155-30-05 SUTA Expense 27.00 27.00 188.33 697.52 - 161.33 100-5160-30-05 Health/Dental Insurance 6,909.00 6,909.00 8,919.31 960.28 129.10 - 2,010.31 100-5165-30-05 Dental Insurance 353.00 353.00 450.40 49.65 127.59 - 97.40 100-5170-30-05 Life Insurance 315.00 315.00 325.83 32.83 103.44 - 10.83 100-5175-30-05 Liability (TML)/Workers' Comp 2,030.00 2,030.00 1,581.08 64.08 77.89 448.92 100-5180-30-05 TMRS Expense 14,896.00 14,896.00 13,162.54 1,931.09 88.36 1,733.46 100-5185-30-05 Long Term/Short Term Disabilit 178.00 178.00 151.57 16.83 85.15 26.43 100-5186-30-05 WELLE-Wellness Prog Reimb Emp 1,500.00 1,500.00 437.50 62.50 29.17 1,062.50 100-5193-30-05 Records Retention 250.00 250.00 250.00 100-5194-30-05 FD Annual Phy & Screening 807.00 807.00 807.00 100-5210-30-05 Supplies 150.00 150.00 140.87 67.89 93.91 9.13 100-5212-30-05 Building Supplies 1.99 1.99 - 1.99 100-5215-30-05 Ammunition 1,250.00 1,250.00 997.89 79.83 252.11 100-5220-30-05 Office Equipment 1,000.00 1,000.00 1,103.99 549.40 110.40 - 103.99 Item 5c 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 100-5230-30-05 Dues,Fees,& Subscriptions 950.00 950.00 373.88 53.88 39.36 576.12 100-5240-30-05 Postage and Delivery 60.00 60.00 47.00 78.33 13.00 100-5250-30-05 Publications 750.00 750.00 508.50 508.50 67.80 241.50 100-5280-30-05 Printing and Reproduction 500.00 500.00 430.21 381.09 86.04 69.79 100-5350-30-05 Vehicle Expense 800.00 800.00 156.44 121.92 19.56 643.56 100-5352-30-05 Fuel 2,000.00 2,000.00 1,003.14 213.98 50.16 996.86 100-5353-30-05 Oil/Grease/Inspections 500.00 500.00 133.81 26.76 366.19 100-5400-30-05 Uniform Expense 1,390.00 1,390.00 1,012.78 405.37 72.86 377.22 100-5418-30-05 IT Fees 360.00 360.00 360.00 100-5419-30-05 IT Licenses 150.00 300.00 450.00 450.00 450.00 100.00 100-5430-30-05 Legal Fees 2,500.00 2,500.00 2,454.60 98.18 45.40 100-5480-30-05 Contracted Services 2,000.00 2,000.00 2,000.00 100-5520-30-05 Telephones 200.00 200.00 876.24 246.25 438.12 - 676.24 100-5526-30-05 Data Network 480.00 480.00 840.77 145.96 175.16 - 360.77 100-5530-30-05 Travel 500.00 500.00 500.00 100-5533-30-05 Mileage Expense 750.00 750.00 18.92 2.52 731.08 100-5536-30-05 Training/Seminars 3,200.00 - 300.00 2,900.00 1,007.36 611.00 34.74 1,892.64 100-5620-30-05 Tools & Equipment 350.00 350.00 79.82 22.81 270.18 100-5630-30-05 Safety Equipment 1,000.00 1,000.00 206.39 59.92 20.64 793.61 100-5640-30-05 Signs & Hardware 1,250.00 1,250.00 1,218.00 97.44 32.00 100-5110-40-01 Salaries & Wages 695,430.00 695,430.00 704,332.23 98,201.00 101.28 - 8,902.23 100-5115-40-01 Salaries - Overtime 42,831.00 42,831.00 6,002.83 1,038.69 14.02 36,828.17 100-5140-40-01 Salaries - Longevity Pay 1,475.00 1,475.00 1,205.00 81.70 270.00 100-5141-40-01 Salaries - Incentive 702.97 - 702.97 100-5143-40-01 Cell Phone Allowance 2,040.00 2,040.00 3,100.00 390.00 151.96 - 1,060.00 100-5145-40-01 Social Security Expense 45,990.26 45,990.26 41,356.34 5,814.62 89.92 4,633.92 100-5150-40-01 Medicare Expense 10,756.21 10,756.21 9,672.05 1,359.87 89.92 1,084.16 100-5155-40-01 SUTA Expense 117.00 117.00 2,318.40 83.01 1,981.54 - 2,201.40 100-5160-40-01 Health/Dental Insurance 54,579.00 54,579.00 58,578.54 7,142.63 107.33 - 3,999.54 100-5165-40-01 Dental Insurance 3,175.00 3,175.00 3,854.10 489.88 121.39 - 679.10 100-5170-40-01 Life Insurance 1,043.00 1,043.00 1,164.53 135.93 111.65 - 121.53 100-5175-40-01 Liability (TML)/Workers' Comp 3,036.00 3,036.00 2,594.92 3.28 85.47 441.08 100-5180-40-01 TMRS Expense 96,561.23 96,561.23 87,695.06 12,324.18 90.82 8,866.17 100-5185-40-01 Long Term/Short Term Disabilit 1,409.28 1,409.28 1,139.11 133.95 80.83 270.17 100-5186-40-01 WELLE-Wellness Prog Reimb Emp 10,000.00 10,000.00 10,000.00 100-5190-40-01 Contract Labor 1,040.00 1,040.00 1,560.00 240.00 150.00 - 520.00 100-5191-40-01 Hiring Cost 100.00 100.00 100.00 100-5210-40-01 Supplies 8,135.00 8,135.00 5,851.57 1,555.50 71.93 2,283.43 100-5212-40-01 Building Supplies 500.00 500.00 259.32 56.28 51.86 240.68 100-5220-40-01 Office Equipment 9,100.00 - 366.00 8,734.00 5,451.03 39.95 62.41 3,282.97 100-5230-40-01 Dues,Fees,& Subscriptions 51,865.00 51,865.00 51,062.94 247.94 98.45 802.06 100-5240-40-01 Postage and Delivery 50.00 50.00 14.87 0.47 29.74 35.13 100-5250-40-01 Publications 3,500.00 3,500.00 2,535.18 205.95 72.43 964.82 100-5280-40-01 Printing and Reproduction 1,000.00 1,000.00 1,072.82 81.01 107.28 - 72.82 100-5330-40-01 Copier Expense 4,144.92 4,144.92 3,082.19 456.10 74.36 1,062.73 Item 5c 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 100-5340-40-01 Building Repairs 49,110.00 - 2,160.00 46,950.00 24,427.62 3,091.34 52.03 22,522.38 100-5350-40-01 Vehicle Expense 4,000.00 4,000.00 4,057.44 314.25 101.44 - 57.44 100-5352-40-01 Fuel 6,500.00 6,500.00 5,867.09 1,005.78 90.26 632.91 100-5353-40-01 Oil/Grease/Inspections 1,320.00 1,320.00 440.28 62.51 33.36 879.72 100-5400-40-01 Uniform Expense 1,500.00 1,500.00 1,054.09 131.86 70.27 445.91 100-5410-40-01 Professional Services 271,000.00 - 12,000.00 259,000.00 212,315.81 70,086.52 59,584.19 81.98 - 12,900.00 100-5418-40-01 IT Fees 3,000.00 3,000.00 3,000.00 100-5430-40-01 Legal Fees 500.00 500.00 152.00 30.40 348.00 100-5465-40-01 Public Relations 500.00 500.00 225.00 45.00 275.00 100-5475-40-01 Credit Card Fees 7,143.17 869.99 - 7,143.17 100-5480-40-01 Contracted Services 3,780.00 3,780.00 340.00 120.00 9.00 3,440.00 100-5520-40-01 Telephones 4,525.00 - 2,035.00 2,490.00 1,011.46 103.04 40.62 1,478.54 100-5525-40-01 Electricity 7,200.00 7,200.00 1,562.88 272.67 21.71 5,637.12 100-5526-40-01 Data Network 3,560.00 3,560.00 3,552.58 607.84 99.79 7.42 100-5530-40-01 Travel 2,400.00 2,400.00 594.51 474.51 24.77 1,805.49 100-5533-40-01 Mileage Expense 1,000.00 1,000.00 699.76 69.98 300.24 100-5536-40-01 Training/Seminars 14,135.00 14,135.00 8,979.53 2,649.03 63.53 5,155.47 100-5620-40-01 Tools & Equipment 600.00 600.00 395.23 198.09 65.87 204.77 100-5630-40-01 Safety Equipment 1,020.00 1,020.00 1,156.94 113.43 - 136.94 100-5640-40-01 Signs & Hardware 2,610.00 2,610.00 2,646.18 491.78 101.39 - 36.18 100-6110-40-01 Capital Expenditure 366.00 366.00 1,792.51 489.76 - 1,426.51 100-6160-40-01 Capital Expenditure - Vehicles 21,000.00 17,436.00 38,436.00 37,009.08 96.29 1,426.92 100-5110-40-02 Salaries & Wages 50,720.00 50,720.00 51,183.66 6,795.62 100.91 - 463.66 100-5115-40-02 Salaries - Overtime 828.00 828.00 828.00 100-5140-40-02 Salaries - Longevity Pay 325.00 325.00 325.00 100.00 100-5145-40-02 Social Security Expense 3,216.00 3,216.00 2,921.40 379.81 90.84 294.60 100-5150-40-02 Medicare Expense 752.00 752.00 683.23 88.83 90.86 68.77 100-5155-40-02 SUTA Expense 9.00 9.00 171.00 1,900.00 - 162.00 100-5160-40-02 Health/Dental Insurance 3,389.00 1,030.00 4,419.00 6,202.83 821.88 140.37 - 1,783.83 100-5165-40-02 Dental Insurance 353.00 353.00 377.52 43.05 106.95 - 24.52 100-5170-40-02 Life Insurance 95.00 95.00 92.59 9.85 97.46 2.41 100-5175-40-02 Liability (TML)/Workers' Comp 244.00 244.00 197.12 80.79 46.88 100-5180-40-02 TMRS Expense 6,744.00 6,744.00 6,312.90 840.62 93.61 431.10 100-5185-40-02 Long Term/Short Term Disabilit 99.00 99.00 82.66 9.23 83.50 16.34 100-5186-40-02 WELLE-Wellness Prog Reimb Emp 750.00 750.00 750.00 100-5210-40-02 Supplies 200.00 200.00 145.63 72.82 54.37 100-5230-40-02 Dues,Fees,& Subscriptions 390.00 390.00 322.41 82.67 67.59 100-5240-40-02 Postage and Delivery 400.00 100.00 500.00 529.17 63.14 105.83 - 29.17 100-5280-40-02 Printing and Reproduction 700.00 250.00 950.00 800.00 84.21 150.00 100-5350-40-02 Vehicle Expense 1,250.00 1,250.00 1,070.69 85.66 179.31 100-5352-40-02 Fuel 800.00 800.00 650.66 136.06 81.33 149.34 100-5353-40-02 Oil/Grease/Inspections 100.00 100.00 58.48 58.48 41.52 100-5400-40-02 Uniform Expense 200.00 200.00 122.50 61.25 77.50 100-5410-40-02 PROFESSIONAL SERVICES 12,000.00 12,000.00 14,643.00 4,760.00 122.03 - 2,643.00 100-5430-40-02 Legal Fees 500.00 500.00 5,022.37 1,895.28 1,004.47 - 4,522.37 Item 5c 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 100-5435-40-02 Legal Notices/Filings 150.00 150.00 239.38 159.59 - 89.38 100-5480-40-02 Contracted Services 86,650.00 - 1,380.00 85,270.00 69,976.00 2,835.00 82.06 15,294.00 100-5520-40-02 Telephones 480.00 - 225.00 255.00 172.76 31.26 67.75 82.24 100-5526-40-02 Data Network 480.00 480.00 665.88 75.98 138.73 - 185.88 100-5530-40-02 Travel 250.00 250.00 12.58 5.03 237.42 100-5536-40-02 Training/Seminars 300.00 300.00 324.14 108.05 - 24.14 100-5600-40-02 Special Events 250.00 250.00 148.05 59.22 101.95 100-5620-40-02 Tools & Equipment 200.00 250.00 450.00 245.14 54.48 204.86 100-5640-40-02 Signs & Hardware 1,450.00 1,450.00 1,406.01 96.97 43.99 100-5110-40-03 Salaries & Wages 273,762.00 1,230.00 274,992.00 281,266.26 37,459.84 102.28 - 6,274.26 100-5115-40-03 Salaries - Overtime 1,219.00 1,219.00 1,319.46 191.68 108.24 - 100.46 100-5126-40-03 Salaries-Vacation Buy-Out 4,339.00 4,339.00 2,721.42 62.72 1,617.58 100-5140-40-03 Salaries - Longevity Pay 800.00 800.00 745.00 93.13 55.00 100-5143-40-03 Cell Phone Allowance 3,240.00 3,240.00 2,625.00 315.00 81.02 615.00 100-5145-40-03 Social Security Expense 17,568.00 17,568.00 16,851.91 2,243.98 95.92 716.09 100-5150-40-03 Medicare Expense 4,109.00 4,109.00 3,941.16 524.80 95.92 167.84 100-5155-40-03 SUTA Expense 36.00 36.00 686.23 1,906.19 - 650.23 100-5160-40-03 Health/Dental Insurance 29,240.00 3,800.00 33,040.00 33,031.48 3,188.38 99.97 8.52 100-5165-40-03 Dental Insurance 1,411.00 1,411.00 1,559.48 176.20 110.52 - 148.48 100-5170-40-03 Life Insurance 543.00 543.00 437.94 43.60 80.65 105.06 100-5175-40-03 Liability (TML)/Workers' Comp 583.00 583.00 569.62 3.36 97.71 13.38 100-5180-40-03 TMRS Expense 36,837.00 36,837.00 35,546.82 4,717.98 96.50 1,290.18 100-5185-40-03 Long Term/Short Term Disabilit 538.00 538.00 454.19 50.83 84.42 83.81 100-5186-40-03 WELLE-Wellness Prog Reimb Emp 4,500.00 4,500.00 1,537.23 173.95 34.16 2,962.77 100-5190-40-03 Contract Labor 1,100.00 1,100.00 1,560.00 240.00 141.82 - 460.00 100-5210-40-03 Supplies 4,000.00 4,000.00 3,226.85 610.53 80.67 773.15 100-5212-40-03 Building Supplies 1,000.00 - 250.00 750.00 539.63 235.41 71.95 210.37 100-5220-40-03 Office Equipment 1,800.00 1,800.00 1,398.15 99.98 77.68 401.85 100-5230-40-03 Dues,Fees,& Subscriptions 1,880.00 1,880.00 1,565.79 100.79 83.29 314.21 100-5240-40-03 Postage and Delivery 250.00 250.00 328.46 21.85 131.38 - 78.46 100-5280-40-03 Printing and Reproduction 300.00 300.00 500.26 242.51 166.75 - 200.26 100-5290-40-03 Miscellaneous Expense 14.21 - 14.21 100-5330-40-03 Copier Expense 2,380.00 - 1,618.00 762.00 831.68 118.65 109.14 - 69.68 100-5340-40-03 Building Repairs 410.00 410.00 273.40 273.40 66.68 136.60 100-5350-40-03 Vehicle Expense 5.00 - 5.00 100-5352-40-03 Fuel 10.00 10.00 68.31 10.03 683.10 - 58.31 100-5400-40-03 Uniform Expense 300.00 300.00 238.83 79.61 61.17 100-5410-40-03 Professional Services 83,500.00 83,500.00 54,100.00 25,000.00 64.79 4,400.00 100-5415-40-03 Tution Reimbursement 436.00 - 436.00 100-5418-40-03 IT Fees 630.00 - 130.00 500.00 500.00 100-5419-40-03 IT Licenses 3,500.00 3,500.00 3,491.40 99.75 8.60 100-5430-40-03 Legal Fees 32,000.00 14,960.00 46,960.00 17,788.53 3,441.22 37.88 29,171.47 100-5435-40-03 Legal Notices/Filings 3,000.00 3,000.00 65.75 2.19 2,934.25 100-5520-40-03 Telephones 510.00 - 455.00 55.00 531.06 965.56 - 476.06 100-5526-40-03 Data Network 1,685.00 1,685.00 1,680.68 407.67 99.74 4.32 Item 5c 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 100-5530-40-03 Travel 3,385.00 3,385.00 3,283.51 221.99 97.00 101.49 100-5533-40-03 Mileage Expense 800.00 800.00 781.30 97.66 18.70 100-5536-40-03 Training/Seminars 4,900.00 4,900.00 4,365.98 1,638.99 89.10 534.02 100-5110-50-01 Salaries & Wages 140,238.00 140,238.00 144,249.59 21,059.15 102.86 - 4,011.59 100-5115-50-01 Salaries - Overtime 4,920.00 4,920.00 2,885.96 235.44 58.66 2,034.04 100-5140-50-01 Salaries - Longevity Pay 1,240.00 1,240.00 1,240.00 100.00 100-5145-50-01 Social Security Expense 9,076.40 9,076.40 8,621.60 1,244.76 94.99 454.80 100-5150-50-01 Medicare Expense 2,122.90 2,122.90 2,016.35 291.12 94.98 106.55 100-5155-50-01 SUTA Expense 27.00 27.00 507.48 1,879.56 - 480.48 100-5160-50-01 Health/Dental Insurance 17,577.00 17,577.00 19,437.92 2,230.45 110.59 - 1,860.92 100-5165-50-01 Dental Insurance 1,058.00 1,058.00 1,004.46 127.78 94.94 53.54 100-5170-50-01 Life Insurance 192.00 192.00 242.31 29.55 126.20 - 50.31 100-5175-50-01 Liability (TML)/Workers' Comp 6,786.00 6,786.00 6,086.86 299.90 89.70 699.14 100-5180-50-01 TMRS Expense 19,139.16 19,139.16 18,209.44 2,634.13 95.14 929.72 100-5185-50-01 Long Term/Short Term Disabilit 279.00 279.00 229.63 27.83 82.31 49.37 100-5186-50-01 WELLE-Wellness Prog Reimb Emp 3,250.00 3,250.00 3,250.00 100-5191-50-01 Hiring Cost 100.00 100.00 100.00 100-5210-50-01 Supplies 300.00 300.00 300.00 100-5220-50-01 Office Equipment 2,602.00 2,602.00 1,855.69 13.68 71.32 746.31 100-5230-50-01 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 6,600.00 19,600.00 19,284.12 98.39 315.88 100-5320-50-01 Repairs & Maintenance 4,000.00 4,000.00 400.36 - 38.40 10.01 3,599.64 100-5321-50-01 Signal Light Repairs 6,400.00 6,400.00 13,168.55 205.76 - 6,768.55 100-5340-50-01 Building Repairs 2,500.00 2,500.00 110.01 4.40 2,389.99 100-5350-50-01 Vehicle Expense 6,500.00 6,500.00 4,070.85 62.63 2,429.15 100-5352-50-01 Fuel 4,600.00 4,600.00 3,839.03 884.12 83.46 760.97 100-5353-50-01 Oil/Grease/Inspections 200.00 200.00 214.41 107.21 - 14.41 100-5400-50-01 Uniform Expense 3,600.00 3,600.00 1,355.74 37.66 2,244.26 100-5430-50-01 Legal Fees 589.00 114.00 - 589.00 100-5480-50-01 Contracted Services 1,423,147.00 - 1,343,358.00 79,789.00 19,907.62 5,870.00 24.95 59,881.38 100-5520-50-01 Telephones 2,380.00 2,380.00 1,109.05 173.02 46.60 1,270.95 100-5525-50-01 Electricity 130,000.00 43,800.00 173,800.00 177,045.53 30,278.07 101.87 - 3,245.53 100-5526-50-01 Data Network 100.00 100.00 113.53 21.20 113.53 - 13.53 100-5530-50-01 Travel 800.00 800.00 800.00 100-5536-50-01 Training/Seminars 1,400.00 1,400.00 189.10 13.51 1,210.90 100-5620-50-01 Tools & Equipment 4,200.00 4,200.00 6,419.02 152.83 - 2,219.02 100-5630-50-01 Safety Equipment 3,100.00 3,100.00 889.98 28.71 2,210.02 100-5640-50-01 Signs & Hardware 25,000.00 99,200.00 124,200.00 116,798.21 36,219.93 4,482.00 94.04 2,919.79 100-5650-50-01 Maintenance Materials 79,600.00 - 10,215.00 69,385.00 64,108.55 6,060.04 92.40 5,276.45 100-6140-50-01 Capital Expenditure - Equipmen 12,000.00 12,000.00 7,779.25 64.83 4,220.75 100-6160-50-01 Capital Expenditure - Vehicles 83,000.00 83,000.00 81,175.00 97.80 1,825.00 100-7100-50-01 Operating Transfer Out 1,308,758.00 1,308,758.00 1,308,757.96 113,333.33 100.00 0.04 100-7144-50-01 Transfer to Bond Fund 1,073,105.00 1,073,105.00 1,073,105.00 100.00 100-5110-60-01 Salaries & Wages 227,615.00 500.00 228,115.00 234,890.08 46,397.77 102.97 - 6,775.08 Item 5c 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 100-5115-60-01 Salaries - Overtime 4,250.00 4,250.00 1,336.59 91.03 31.45 2,913.41 100-5140-60-01 Salaries - Longevity Pay 431.00 431.00 295.00 68.45 136.00 100-5141-60-01 Salaries - Incentive 234.34 - 234.34 100-5143-60-01 Cell Phone Allowance 640.00 120.00 - 640.00 100-5145-60-01 Social Security Expense 14,278.00 14,278.00 14,006.50 2,822.09 98.10 271.50 100-5150-60-01 Medicare Expense 3,339.00 3,339.00 3,275.72 660.00 98.11 63.28 100-5155-60-01 SUTA Expense 36.00 36.00 684.00 1,900.00 - 648.00 100-5160-60-01 Health/Dental Insurance 27,525.00 27,525.00 26,528.38 2,264.29 96.38 996.62 100-5165-60-01 Dental Insurance 1,411.00 1,411.00 1,359.46 164.57 96.35 51.54 100-5170-60-01 Life Insurance 288.00 288.00 321.11 37.43 111.50 - 33.11 100-5175-60-01 Liability (TML)/Workers' Comp 1,073.00 1,073.00 909.99 3.08 84.81 163.01 100-5180-60-01 TMRS Expense 30,072.00 30,072.00 29,335.62 5,785.48 97.55 736.38 100-5185-60-01 Long Term/Short Term Disabilit 437.00 437.00 348.91 40.85 79.84 88.09 100-5186-60-01 WELLE-Wellness Prog Reimb Emp 4,000.00 4,000.00 1,587.23 161.45 39.68 2,412.77 100-5190-60-01 Contract Labor 1,600.00 1,600.00 1,200.00 180.00 75.00 400.00 100-5191-60-01 Hiring Cost 100.00 100.00 100.00 100-5210-60-01 Supplies 3,505.00 - 1,380.00 2,125.00 1,338.13 415.80 62.97 786.87 100-5212-60-01 Building Supplies 728.51 277.90 - 728.51 100-5220-60-01 Office Equipment 8,160.00 - 5,000.00 3,160.00 3,156.47 79.54 99.89 3.53 100-5230-60-01 Dues,Fees,& Subscriptions 2,944.00 - 2,200.00 744.00 732.62 340.00 98.47 11.38 100-5240-60-01 Postage and Delivery 23.52 0.94 - 23.52 100-5280-60-01 Printing and Reproduction 43.73 - 43.73 100-5330-60-01 Copier Expense 2,060.00 2,060.00 1,884.78 340.18 91.49 175.22 100-5352-60-01 Fuel 153.43 39.55 - 153.43 100-5400-60-01 Uniform Expense 400.00 - 200.00 200.00 184.70 92.35 15.30 100-5410-60-01 Professional Services 23,760.00 - 3,400.00 20,360.00 6,030.97 3,425.00 10,900.00 29.62 3,429.03 100-5418-60-01 IT Fees 1,875.00 - 1,725.00 150.00 150.00 100.00 100-5419-60-01 IT Licenses 3,000.00 - 600.00 2,400.00 2,383.86 1,510.02 99.33 16.14 100-5430-60-01 Legal Fees 5,000.00 - 1,846.00 3,154.00 3,154.00 646.00 100.00 100-5480-60-01 Contracted Services 32.50 - 32.50 100-5520-60-01 Telephones 3,533.00 - 2,140.00 1,393.00 1,365.92 173.02 98.06 27.08 100-5530-60-01 Travel 4,400.00 4,400.00 4,575.02 602.62 103.98 - 175.02 100-5533-60-01 Mileage Expense 2,400.00 - 700.00 1,700.00 1,678.63 332.81 98.74 21.37 100-5536-60-01 Training/Seminars 8,860.00 - 5,600.00 3,260.00 3,107.53 460.00 95.32 152.47 100-5600-60-01 Special Events 10,000.00 10,000.00 10,000.00 100.00 100-5110-60-02 Salaries & Wages 489,803.75 489,803.75 490,329.14 68,534.77 100.11 - 525.39 100-5115-60-02 Salaries - Overtime 8,708.00 8,708.00 9,861.20 964.76 113.24 - 1,153.20 100-5126-60-02 Salaries-Vacation Buy-Out 1,744.00 1,744.00 1,925.44 110.40 - 181.44 100-5140-60-02 Salaries - Longevity Pay 2,633.00 2,633.00 2,235.00 84.88 398.00 100-5141-60-02 Salaries - Incentive 251.35 - 251.35 100-5143-60-02 Cell Phone Allowance 320.00 320.00 1,687.50 277.50 527.34 - 1,367.50 100-5145-60-02 Social Security Expense 30,953.82 30,953.82 28,620.92 4,024.81 92.46 2,332.90 100-5150-60-02 Medicare Expense 7,238.88 7,238.88 6,693.60 941.28 92.47 545.28 100-5155-60-02 SUTA Expense 117.00 117.00 2,227.60 1,903.93 - 2,110.60 100-5160-60-02 Health/Dental Insurance 97,449.00 97,449.00 106,386.85 10,232.05 109.17 - 8,937.85 Item 5c 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 100-5165-60-02 Dental Insurance 4,586.00 4,586.00 4,108.50 486.40 89.59 477.50 100-5170-60-02 Life Insurance 1,045.00 1,045.00 1,109.11 128.05 106.14 - 64.11 100-5175-60-02 Liability (TML)/Workers' Comp 9,439.00 9,439.00 8,424.17 365.74 89.25 1,014.83 100-5180-60-02 TMRS Expense 65,082.90 65,082.90 62,515.01 8,699.34 96.05 2,567.89 100-5185-60-02 Long Term/Short Term Disabilit 948.54 948.54 796.11 93.35 83.93 152.43 100-5186-60-02 WELLE-Wellness Prog Reimb Emp 15,500.00 - 4,800.00 10,700.00 3,767.65 548.95 35.21 6,932.35 100-5191-60-02 Hiring Cost 200.00 200.00 200.00 100-5210-60-02 Supplies 27.95 17.96 - 27.95 100-5212-60-02 Building Supplies 1,500.00 1,500.00 1,592.03 106.14 - 92.03 100-5230-60-02 Dues,Fees,& Subscriptions 2,216.00 - 1,120.00 1,096.00 961.83 228.00 87.76 134.17 100-5240-60-02 Postage and Delivery 10.63 10.63 - 10.63 100-5310-60-02 Rental Expense 25,000.00 25,000.00 25,047.00 100.19 - 47.00 100-5320-60-02 Repairs & Maintenance 212,945.00 9,605.00 222,550.00 220,011.67 47,311.97 98.86 2,538.33 100-5322-60-02 IRRIGATION REPAIRS 3,438.82 685.74 - 3,438.82 100-5330-60-02 Copier Expense 237.00 237.00 296.25 40.06 125.00 - 59.25 100-5350-60-02 Vehicle Expense 4,500.00 - 659.00 3,841.00 6,344.70 550.71 165.18 - 2,503.70 100-5352-60-02 Fuel 13,920.00 13,920.00 10,197.12 1,800.76 73.26 3,722.88 100-5353-60-02 Oil/Grease/Inspections 1,290.00 1,290.00 1,561.87 117.87 121.08 - 271.87 100-5355-60-02 CHEMICALS/FERTILIZER 16,000.00 16,000.00 15,939.34 2,149.75 99.62 60.66 100-5400-60-02 Uniform Expense 6,440.00 6,440.00 6,201.71 256.85 96.30 238.29 100-5418-60-02 IT Fees 3,195.00 3,195.00 3,195.00 100-5480-60-02 Contracted Services 210,300.00 23,157.00 233,457.00 236,889.55 51,611.45 101.47 - 3,432.55 100-5520-60-02 Telephones 6,705.00 6,705.00 3,485.37 565.04 51.98 3,219.63 100-5525-60-02 Electricity 130,000.00 2,535.00 132,535.00 132,532.46 20,885.95 100.00 2.54 100-5526-60-02 Data Network 1,065.00 - 810.00 255.00 537.71 75.98 210.87 - 282.71 100-5530-60-02 Travel 1,155.00 1,155.00 2,030.99 1,151.77 175.84 - 875.99 100-5533-60-02 Mileage Expense 169.46 - 169.46 100-5536-60-02 Training/Seminars 1,891.00 - 1,891.00 100-5620-60-02 Tools & Equipment 2,100.00 3,500.00 5,600.00 7,365.12 131.52 - 1,765.12 100-5630-60-02 Safety Equipment 1,510.00 1,510.00 624.15 41.33 885.85 100-5640-60-02 Signs & Hardware 6,200.00 - 2,400.00 3,800.00 2,854.75 75.13 945.25 100-6110-60-02 Capital Expenditure 10,000.00 13,025.00 23,025.00 23,024.26 23,024.26 100.00 0.74 100-6160-60-02 Capital Expenditure - Vehicles 21,500.00 864.00 22,364.00 22,363.75 100.00 0.25 100-5110-60-03 Salaries & Wages 44,341.00 262.00 44,603.00 45,065.20 5,998.16 101.04 - 462.20 100-5140-60-03 Salaries - Longevity Pay 60.00 60.00 110.00 183.33 - 50.00 100-5145-60-03 Social Security Expense 2,753.00 2,753.00 2,419.02 331.33 87.87 333.98 100-5150-60-03 Medicare Expense 644.00 644.00 565.75 77.49 87.85 78.25 100-5155-60-03 SUTA Expense 9.00 9.00 171.00 1,900.00 - 162.00 100-5170-60-03 Life Insurance 95.00 95.00 92.59 9.85 97.46 2.41 100-5175-60-03 Liability (TML)/Workers' Comp 93.00 93.00 78.46 0.86 84.37 14.54 100-5180-60-03 TMRS Expense 5,772.00 5,772.00 5,537.72 741.98 95.94 234.28 100-5185-60-03 Long Term/Short Term Disabilit 84.00 84.00 72.84 8.15 86.71 11.16 100-5230-60-03 Dues,Fees,& Subscriptions 15.00 - 15.00 100-5240-60-03 Postage and Delivery 1,200.00 1,200.00 1,042.87 0.47 86.91 157.13 100-5260-60-03 Advertising 2,000.00 2,000.00 1,977.00 1,441.50 98.85 23.00 Item 5c 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 100-5280-60-03 Printing and Reproduction 1,500.00 1,500.00 1,427.00 95.13 73.00 100-5290-60-03 Miscellaneous Expense 41.50 - 41.50 100-5350-60-03 Vehicle Expense 10.00 - 10.00 100-5475-60-03 Credit Card Fees 1,500.00 530.00 2,030.00 2,028.49 180.86 99.93 1.51 100-5595-60-03 Recreation Activities - 4.96 100-5600-60-03 Special Events 18,725.00 - 442.00 18,283.00 15,118.42 2,999.85 3,122.86 82.69 41.72 100-5995-60-03 Recreation Activities 28,000.00 - 2,525.00 25,475.00 25,473.69 1,312.12 100.00 1.31 100-5110-60-05 Salaries & Wages 123,249.00 - 2,500.00 120,749.00 119,374.12 14,975.18 98.86 1,374.88 100-5140-60-05 Salaries - Longevity Pay 85.00 - 85.00 100-5145-60-05 Social Security Expense 7,641.85 7,641.85 7,409.96 929.00 96.97 231.89 100-5150-60-05 Medicare Expense 1,786.67 1,786.67 1,732.97 217.25 96.99 53.70 100-5155-60-05 SUTA Expense 45.00 45.00 573.82 31.27 1,275.16 - 528.82 100-5160-60-05 Health/Dental Insurance 5,520.00 - 5,520.00 100-5165-60-05 Dental Insurance 706.00 - 640.00 66.00 63.90 96.82 2.10 100-5170-60-05 Life Insurance 99.00 99.00 92.59 9.85 93.53 6.41 100-5175-60-05 Liability (TML)/Workers' Comp 266.00 266.00 224.84 2.20 84.53 41.16 100-5180-60-05 TMRS Expense 16,166.55 - 5,100.00 11,066.55 11,229.85 1,528.85 101.48 - 163.30 100-5185-60-05 Long Term/Short Term Disabilit 234.00 234.00 165.75 16.55 70.83 68.25 100-5186-60-05 WELLE-Wellness Prog Reimb Emp 1,000.00 - 1,000.00 100-5210-60-05 Supplies 6,000.00 700.00 6,700.00 7,413.49 731.90 110.65 - 713.49 100-5212-60-05 Building Supplies 500.00 - 500.00 29.75 29.75 - 29.75 100-5220-60-05 Office Equipment 1,000.00 1,790.00 2,790.00 2,779.14 4.66 99.61 10.86 100-5230-60-05 Dues,Fees,& Subscriptions 2,000.00 2,000.00 2,434.45 36.95 121.72 - 434.45 100-5240-60-05 Postage and Delivery 400.00 400.00 753.66 36.18 188.42 - 353.66 100-5250-60-05 Publications 200.00 - 200.00 100-5260-60-05 Advertising 400.00 - 131.00 269.00 148.00 55.02 121.00 100-5280-60-05 Printing and Reproduction 100.00 100.00 347.00 347.00 - 247.00 100-5281-60-05 Book Purchases 22,854.00 5,463.00 28,317.00 23,083.23 1,474.17 81.52 5,233.77 100-5282-60-05 DVD Purchases 1,500.00 1,500.00 2,132.03 550.00 142.14 - 632.03 100-5283-60-05 Audiobook Purchases 1,500.00 1,500.00 1,418.39 18.89 94.56 81.61 100-5284-60-05 Other Collection Item Purchase 2,000.00 2,000.00 2,416.96 649.96 120.85 - 416.96 100-5330-60-05 Copier Expense 33.00 1,100.00 1,133.00 1,077.22 108.19 95.08 55.78 100-5400-60-05 Uniform Expense 260.00 260.00 339.60 - 19.63 130.62 - 79.60 100-5418-60-05 IT Fees 375.00 - 130.00 245.00 498.92 203.64 - 253.92 100-5430-60-05 Legal Fees 133.00 57.00 - 133.00 100-5480-60-05 Contracted Services 7,109.00 - 2,000.00 5,109.00 4,543.53 3,313.53 88.93 565.47 100-5520-60-05 Telephones 456.00 600.00 1,056.00 1,087.47 292.52 102.98 - 31.47 100-5530-60-05 Travel 1,700.00 - 100.00 1,600.00 1,531.66 31.80 95.73 68.34 100-5533-60-05 Mileage Expense 1,000.00 1,000.00 901.29 60.80 90.13 98.71 100-5536-60-05 Training/Seminars 1,500.00 - 853.00 647.00 782.17 215.00 120.89 - 135.17 100-5600-60-05 Special Events 1,000.00 1,500.00 2,500.00 2,361.36 411.85 94.45 138.64 100-5110-98-01 Salaries & Wages 517,936.00 517,936.00 463,450.00 57,849.58 89.48 54,486.00 100-5115-98-01 Salaries - Overtime 1,200.00 1,200.00 687.87 239.32 57.32 512.13 100-5126-98-01 Salaries-Vacation Buy-Out 11,054.00 11,054.00 8,765.76 79.30 2,288.24 100-5140-98-01 Salaries - Longevity Pay 1,020.00 1,020.00 1,130.00 110.78 - 110.00 Item 5c 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 100-5143-98-01 Cell Phone Allowance 1,080.00 1,080.00 390.00 36.11 690.00 100-5145-98-01 Social Security Expense 32,927.26 32,927.26 26,141.95 3,364.86 79.39 6,785.31 100-5150-98-01 Medicare Expense 7,701.21 7,701.21 6,361.51 786.94 82.60 1,339.70 100-5155-98-01 SUTA Expense 54.00 54.00 864.00 1,600.00 - 810.00 100-5160-98-01 Health/Dental Insurance 54,025.00 54,025.00 48,508.37 4,653.30 89.79 5,516.63 100-5165-98-01 Dental Insurance 2,117.00 2,117.00 1,953.97 202.93 92.30 163.03 100-5170-98-01 Life Insurance 728.92 728.92 603.05 58.18 82.73 125.87 100-5175-98-01 Liability (TML)/Workers' Comp 1,729.00 1,729.00 1,477.55 7.88 85.46 251.45 100-5180-98-01 TMRS Expense 67,735.23 67,735.23 58,257.75 7,201.06 86.01 9,477.48 100-5185-98-01 Long Term/Short Term Disabilit 1,009.28 1,009.28 748.75 78.50 74.19 260.53 100-5186-98-01 WELLE-Wellness Prog Reimb Emp 8,500.00 8,500.00 1,275.00 125.00 15.00 7,225.00 100-5190-98-01 Contract Labor 720.00 720.00 1,200.00 180.00 166.67 - 480.00 100-5191-98-01 Hiring Cost 100.00 100.00 100.00 100-5210-98-01 Supplies 1,950.00 1,950.00 1,443.05 304.01 74.00 506.95 100-5212-98-01 Building Supplies 350.00 350.00 594.00 277.92 169.71 - 244.00 100-5220-98-01 Office Equipment 2,602.00 2,602.00 2,261.59 45.88 86.92 340.41 100-5230-98-01 Dues,Fees,& Subscriptions 1,560.00 - 1,250.00 310.00 164.94 85.94 53.21 145.06 100-5240-98-01 Postage and Delivery 177.00 177.00 174.34 66.13 98.50 2.66 100-5280-98-01 Printing and Reproduction 649.74 - 649.74 100-5330-98-01 Copier Expense 760.00 760.00 831.64 118.64 109.43 - 71.64 100-5340-98-01 Building Repairs 389.00 - 389.00 100-5350-98-01 Vehicle Expense 275.00 290.00 565.00 586.04 6.36 103.72 - 21.04 100-5352-98-01 Fuel 1,500.00 1,500.00 1,017.01 351.49 67.80 482.99 100-5400-98-01 Uniform Expense 600.00 - 290.00 310.00 275.81 109.90 88.97 34.19 100-5410-98-01 Professional Services 35,000.00 35,000.00 17,599.00 17,599.00 24,000.00 50.28 - 6,599.00 100-5418-98-01 IT Fees 625.00 625.00 139.98 22.40 485.02 100-5419-98-01 IT Licenses 10,950.00 10,950.00 1,447.16 311.76 13.22 9,502.84 100-5430-98-01 Legal Fees 7,700.00 7,700.00 10,014.11 2,249.89 130.05 - 2,314.11 100-5435-98-01 Legal Notices/Filings 2,000.00 5,000.00 7,000.00 6,628.02 2,183.27 94.69 371.98 100-5480-98-01 Contracted Services 32.50 - 32.50 100-5520-98-01 Telephones 3,948.00 - 640.00 3,308.00 2,055.26 518.79 62.13 1,252.74 100-5524-98-01 Gas 1,000.00 1,000.00 765.12 89.06 76.51 234.88 100-5526-98-01 DATA NETWORK 777.54 75.98 - 777.54 100-5530-98-01 Travel 4,200.00 - 2,500.00 1,700.00 84.03 58.65 4.94 1,615.97 100-5533-98-01 Mileage Expense 1,640.00 1,640.00 1,145.15 418.25 69.83 494.85 100-5536-98-01 Training/Seminars 6,040.00 - 1,250.00 4,790.00 2,664.23 1,729.29 55.62 2,125.77 100-5620-98-01 Tools & Equipment 450.00 450.00 164.84 22.94 36.63 285.16 200-4000-10-08 W/S Service Initiation - 61,600.00 - 61,600.00 - 78,649.00 - 6,585.00 127.68 17,049.00 200-4007-10-08 Sanitation - 1,086,400.00 - 1,086,400.00 - 1,106,893.75 - 96,554.53 101.89 20,493.75 200-4009-10-08 Late Fee-W/S - 75,000.00 - 75,000.00 - 97,664.28 - 15,613.97 130.22 22,664.28 200-4005-50-02 Water Revenue - 6,381,735.00 - 6,381,735.00 - 7,076,473.84 - 745,883.51 110.89 694,738.84 200-4010-50-02 Connection Tap & Construction - 718,000.00 - 718,000.00 - 794,934.00 - 68,400.00 110.72 76,934.00 200-4012-50-02 Saturday Inspection Fee - 7,400.00 - 7,400.00 - 13,950.00 - 1,650.00 188.51 6,550.00 200-4018-50-02 Internet Cr. Card Fees - 21,600.00 - 21,600.00 - 35,172.54 - 4,871.86 162.84 13,572.54 200-4019-50-02 Cr. Card Pmt Fees - 3,000.00 - 3,000.00 - 8,451.47 - 1,231.22 281.72 5,451.47 Item 5c 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 200-4060-50-02 NSF Fees - 1,000.00 - 1,000.00 - 1,450.00 - 125.00 145.00 450.00 200-4242-50-02 Re-Inspection Fees - 1,500.00 - 1,500.00 - 2,325.00 155.00 825.00 200-4243-50-02 Backflow Prevention Inspection - 29,475.00 - 4,300.00 29,475.00 200-4610-50-02 Interest Income - 70,000.00 - 70,000.00 - 34,436.92 - 3,173.57 49.20 - 35,563.08 200-4910-50-02 Other Revenue - 76,000.00 - 76,000.00 - 107,036.77 - 7,036.18 140.84 31,036.77 200-4006-50-03 Sewer - 2,942,000.00 - 2,942,000.00 - 3,124,812.55 - 293,679.99 106.21 182,812.55 200-4010-50-03 Connection Tap & Construction - 280,000.00 - 280,000.00 - 301,200.00 - 25,400.00 107.57 21,200.00 200-5110-10-08 Salaries & Wages 154,112.00 154,112.00 138,565.23 18,137.56 89.91 15,546.77 200-5111-10-08 Compensated Absences 4,509.36 4,509.36 - 4,509.36 200-5115-10-08 Salaries - Overtime 3,528.00 3,528.00 394.31 12.06 11.18 3,133.69 200-5140-10-08 Salaries - Longevity Pay 725.00 725.00 665.00 91.72 60.00 200-5141-10-08 Salaries - Incentive 234.33 - 234.33 200-5145-10-08 Social Security Expense 9,818.00 9,818.00 8,295.71 1,084.54 84.50 1,522.29 200-5150-10-08 Medicare Expense 2,296.00 2,296.00 1,940.13 253.65 84.50 355.87 200-5155-10-08 SUTA Expense 45.00 45.00 513.00 1,140.00 - 468.00 200-5160-10-08 Health/Dental Insurance 14,976.00 14,976.00 16,524.31 1,741.73 110.34 - 1,548.31 200-5165-10-08 Dental Insurance 1,058.00 1,058.00 1,077.87 129.73 101.88 - 19.87 200-5170-10-08 Life Insurance 191.00 191.00 273.57 29.55 143.23 - 82.57 200-5175-10-08 Liability (TML)/Workers' Comp 322.00 322.00 274.76 2.62 85.33 47.24 200-5180-10-08 TMRS Expense 20,030.00 20,030.00 16,269.07 2,260.57 81.22 3,760.93 200-5185-10-08 Long Term/Short Term Disabilit 301.00 301.00 225.18 24.60 74.81 75.82 200-5186-10-08 WELLE-Wellness Prog Reimb-Emp 3,250.00 3,250.00 1,175.00 125.00 36.15 2,075.00 200-5210-10-08 Supplies 1,900.00 1,900.00 1,908.86 79.22 100.47 - 8.86 200-5212-10-08 Building Supplies 1,000.00 1,000.00 1,353.51 355.07 135.35 - 353.51 200-5220-10-08 Office Equipment 6,000.00 6,000.00 1,195.21 156.30 19.92 4,804.79 200-5230-10-08 Dues,Fees,& Subscriptions 150.00 - 4,800.00 - 4,650.00 85.94 - 1.85 - 4,735.94 200-5240-10-08 Postage and Delivery 40,000.00 40,000.00 31,337.33 5,213.33 78.34 8,662.67 200-5280-10-08 Printing and Reproduction 5,000.00 - 8,600.00 - 3,600.00 1,625.57 315.52 - 45.16 - 5,225.57 200-5330-10-08 Copier Expense 2,342.00 2,342.00 1,232.49 235.76 52.63 1,109.51 200-5340-10-08 Building Repairs 400.00 - 483.00 - 83.00 234.00 - 281.93 - 317.00 200-5418-10-08 IT Fees 8,000.00 - 2,250.00 5,750.00 5,750.00 100.00 200-5419-10-08 IT Licenses 10,000.00 10,000.00 10,000.00 100.00 200-5430-10-08 Legal Fees 2,500.00 - 2,500.00 200-5435-10-08 Legal Notices/Filings 59.40 59.40 - 59.40 200-5470-10-08 Trash Collection 1,035,000.00 - 26,400.00 1,008,600.00 1,008,594.34 174,530.12 100.00 5.66 200-5479-10-08 Household Haz. Waste Disposal 10,000.00 - 5,400.00 4,600.00 4,535.00 660.00 98.59 65.00 200-5480-10-08 Contracted Services 13,000.00 - 5,600.00 7,400.00 7,356.99 1,273.10 99.42 43.01 200-5520-10-08 Telephones 1,600.00 - 760.00 840.00 188.61 69.98 22.45 651.39 200-5530-10-08 Travel 300.00 300.00 367.64 122.55 - 67.64 200-5533-10-08 Mileage Expense 100.00 100.00 56.26 56.26 43.74 200-5536-10-08 Training/Seminars 808.00 808.00 400.00 49.51 408.00 200-5176-10-99 TML-Prop & Liab Insurance 38,500.00 38,500.00 28,261.92 73.41 10,238.08 200-5930-10-99 Damage Claims Expense 9,063.00 9,063.00 9,062.32 99.99 0.68 200-6125-10-99 Capital Expense Technology 11,026.00 11,026.00 11,025.96 918.83 100.00 0.04 200-6140-10-99 Capital Expenditure - Equipmen 10,126.00 10,126.00 10,125.96 843.83 100.00 0.04 Item 5c 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 200-6160-10-99 Capital Expenditure - Vehicles 36,471.00 36,471.00 36,471.00 3,039.25 100.00 200-6186-10-99 2013 Bond Payment 388,600.00 388,600.00 388,600.00 100.00 200-6192-10-99 2011 Refd Bond Pmt 229,055.00 229,055.00 229,055.00 100.00 200-6193-10-99 2012 CO Bond Payment 407,731.00 407,731.00 407,731.00 100.00 200-6198-10-99 06 CO Bond Payment 364,023.00 364,023.00 364,022.76 100.00 0.24 200-6199-10-99 08 CO Bond Payment 74,645.00 74,645.00 74,645.00 100.00 200-6201-10-99 2014 GO Bond Payment 482,750.00 482,750.00 482,750.00 100.00 200-6202-10-99 2014 CO Bond Payment 922,450.00 922,450.00 922,450.00 100.00 200-6203-10-99 2015 GO Debt payment 126,364.00 126,364.00 160,493.36 127.01 - 34,129.36 200-6204-10-99 2015 CO Debt Payment 36,593.00 36,593.00 36,593.00 200-7000-10-99 Contingency 50,000.00 50,000.00 9,000.00 18.00 41,000.00 200-7144-10-99 Transfer to Capital Projects 296,970.00 296,970.00 319,381.21 69,381.21 107.55 - 22,411.21 200-7147-10-99 Transfer to GF 1,072,800.00 1,072,800.00 1,072,800.00 89,400.00 100.00 200-5110-50-02 Salaries & Wages 688,363.75 - 11,183.00 677,180.75 679,141.77 96,428.84 100.29 - 1,961.02 200-5111-50-02 Compensated Absences 17,084.36 17,084.36 - 17,084.36 200-5115-50-02 Salaries - Overtime 40,183.00 40,183.00 46,361.30 6,546.81 115.38 - 6,178.30 200-5126-50-02 Salaries-Vacation Buy-Out 2,022.00 2,022.00 2,062.80 102.02 - 40.80 200-5140-50-02 Salaries - Longevity Pay 2,890.00 2,890.00 2,555.00 88.41 335.00 200-5145-50-02 Social Security Expense 45,474.84 45,474.84 42,510.22 6,073.72 93.48 2,964.62 200-5150-50-02 Medicare Expense 10,635.43 10,635.43 9,941.91 1,420.48 93.48 693.52 200-5155-50-02 SUTA Expense 135.00 135.00 2,565.00 23.98 1,900.00 - 2,430.00 200-5160-50-02 Health/Dental Insurance 62,516.00 25,000.00 87,516.00 87,498.96 9,706.20 99.98 17.04 200-5165-50-02 Dental Insurance 4,233.00 4,233.00 4,878.21 561.51 115.24 - 645.21 200-5170-50-02 Life Insurance 1,043.00 1,043.00 1,266.24 147.28 121.40 - 223.24 200-5175-50-02 Liability (TML)/Workers' Comp 21,198.00 21,198.00 18,724.79 771.37 88.33 2,473.21 200-5180-50-02 TMRS Expense 89,313.58 89,313.58 90,039.94 12,799.96 100.81 - 726.36 200-5185-50-02 Long Term/Short Term Disabilit 1,393.86 1,393.86 1,087.71 128.98 78.04 306.15 200-5186-50-02 WELLE-Wellness Prog Reimb-Emp 11,500.00 11,500.00 4,100.00 500.00 35.65 7,400.00 200-5190-50-02 Contract Labor 22,800.00 22,800.00 7,800.00 900.00 34.21 15,000.00 200-5191-50-02 Hiring Cost 100.00 100.00 100.00 200-5210-50-02 Supplies 3,100.00 3,100.00 2,403.58 470.46 77.54 696.42 200-5212-50-02 Building Supplies 1,550.00 1,550.00 1,943.46 125.39 - 393.46 200-5220-50-02 Office Equipment 4,200.00 4,200.00 10,105.54 240.61 - 5,905.54 200-5230-50-02 Dues,Fees,& Subscriptions 7,200.00 - 5,595.00 1,605.00 1,601.69 99.79 3.31 200-5240-50-02 Postage and Delivery 1,800.00 1,800.00 203.63 32.09 11.31 1,596.37 200-5250-50-02 Publications 50.00 50.00 50.00 200-5280-50-02 Printing and Reproduction 11,000.00 - 5,770.00 5,230.00 1,276.71 24.41 3,953.29 200-5310-50-02 Rental Expense 600.00 600.00 305.80 50.97 294.20 200-5320-50-02 Repairs & Maintenance 3,600.00 3,600.00 4,156.37 421.92 115.46 - 556.37 200-5330-50-02 Copier Expense 864.00 864.00 1,586.27 203.30 183.60 - 722.27 200-5340-50-02 Building Repairs 4,000.00 4,000.00 4,845.69 294.00 121.14 - 845.69 200-5350-50-02 Vehicle Expense 20,000.00 19,496.00 39,496.00 31,159.81 2,252.85 11,738.72 78.89 - 3,402.53 200-5352-50-02 Fuel 25,000.00 25,000.00 19,997.93 3,632.65 79.99 5,002.07 200-5353-50-02 Oil/Grease/Inspections 500.00 500.00 268.50 53.70 231.50 200-5400-50-02 Uniform Expense 13,600.00 13,600.00 11,109.61 157.86 81.69 2,490.39 Item 5c 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 200-5410-50-02 Professional Services 1,000.00 1,000.00 - 1,000.00 200-5415-50-02 Tuition Reimbursement 9,200.00 9,200.00 4,021.48 43.71 5,178.52 200-5419-50-02 IT Licenses 1,200.00 1,200.00 1,200.00 200-5430-50-02 Legal Fees 1,000.00 1,000.00 171.00 17.10 829.00 200-5475-50-02 Credit Card Fees 32,000.00 10,300.00 42,300.00 49,549.11 6,770.32 117.14 - 7,249.11 200-5480-50-02 Contracted Services 66,200.00 - 810.00 65,390.00 66,838.42 16,580.94 102.22 - 1,448.42 200-5520-50-02 Telephones 10,935.00 - 3,235.00 7,700.00 5,616.97 822.08 72.95 2,083.03 200-5521-50-02 Cell Phone Expense 61.70 61.70 - 61.70 200-5524-50-02 Gas 1,000.00 1,000.00 586.97 58.70 413.03 200-5525-50-02 Electricity 178,831.00 178,831.00 198,045.18 49,238.82 110.74 - 19,214.18 200-5526-50-02 Data Network 4,320.00 4,320.00 4,198.80 699.80 97.19 121.20 200-5530-50-02 Travel 1,300.00 1,300.00 808.50 62.19 491.50 200-5533-50-02 Mileage Expense 1,000.00 1,000.00 56.58 5.66 943.42 200-5536-50-02 Training/Seminars 19,400.00 19,400.00 9,922.15 935.00 51.15 9,477.85 200-5540-50-02 Water Testing 2,500.00 2,500.00 2,952.55 415.40 118.10 - 452.55 200-5545-50-02 Meter Purchases 305,757.00 305,757.00 349,700.65 67,746.16 114.37 - 43,943.65 200-5550-50-02 Water Purchases 2,437,025.00 151,162.00 2,588,187.00 3,122,725.18 1,283,465.48 120.65 - 534,538.18 200-5600-50-02 Special Events 84.95 84.95 - 84.95 200-5620-50-02 Tools & Equipment 19,700.00 - 2,800.00 16,900.00 5,459.35 446.84 32.30 11,440.65 200-5630-50-02 Safety Equipment 8,200.00 8,200.00 7,537.85 91.93 662.15 200-5640-50-02 Signs & Hardware 800.00 800.00 1,866.10 233.26 - 1,066.10 200-5650-50-02 Maintenance Materials 30,400.00 30,400.00 2,667.19 192.33 8.77 27,732.81 200-5660-50-02 Chemical Supplies 8,000.00 8,000.00 8,681.07 108.51 - 681.07 200-5670-50-02 System Improvements 78,950.00 4,000.00 82,950.00 120,942.39 31,014.99 145.80 - 37,992.39 200-6200-50-02 Bond Administrative Fees 3,000.00 - 2,600.00 400.00 400.00 100.00 200-7143-50-02 Transfer to Internal Serv. Fd 2,160.00 2,160.00 2,160.00 180.00 100.00 200-5110-50-03 Salaries & Wages 159,815.00 6,500.00 166,315.00 156,278.38 16,351.81 93.97 10,036.62 200-5111-50-03 Compensated Absences 4,572.76 4,572.76 - 4,572.76 200-5115-50-03 Salaries - Overtime 7,279.00 7,279.00 11,612.87 1,324.06 159.54 - 4,333.87 200-5140-50-03 Salaries - Longevity Pay 1,070.00 1,070.00 1,010.00 94.39 60.00 200-5145-50-03 Social Security Expense 10,426.00 10,426.00 9,776.27 1,045.10 93.77 649.73 200-5150-50-03 Medicare Expense 2,438.00 2,438.00 2,286.38 244.43 93.78 151.62 200-5155-50-03 SUTA Expense 36.00 36.00 684.00 1,900.00 - 648.00 200-5160-50-03 Health/Dental Insurance 13,857.00 9,335.00 23,192.00 26,687.35 2,326.46 115.07 - 3,495.35 200-5165-50-03 Dental Insurance 1,058.00 1,058.00 1,389.86 126.74 131.37 - 331.86 200-5170-50-03 Life Insurance 284.00 284.00 345.23 30.03 121.56 - 61.23 200-5175-50-03 Liability (TML)/Workers' Comp 3,322.00 3,322.00 2,918.90 125.51 87.87 403.10 200-5180-50-03 TMRS Expense 20,915.00 20,915.00 20,809.76 2,200.28 99.50 105.24 200-5185-50-03 Long Term/Short Term Disabilit 320.00 320.00 243.77 21.58 76.18 76.23 200-5186-50-03 WELLE-Wellness Prog Reimb-Emp 3,000.00 3,000.00 1,037.23 111.45 34.57 1,962.77 200-5210-50-03 Supplies 800.00 - 625.00 175.00 171.63 98.07 3.37 200-5212-50-03 Building Supplies 600.00 - 445.00 155.00 153.57 99.08 1.43 200-5220-50-03 Office Equipment 750.00 - 750.00 200-5230-50-03 Dues,Fees,& Subscriptions 2,000.00 - 1,975.00 25.00 22.69 22.69 90.76 2.31 200-5310-50-03 Rental Expense 500.00 500.00 5,123.10 4,259.72 1,024.62 - 4,623.10 Item 5c 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 200-5320-50-03 Repairs & Maintenance 400.00 860.00 1,260.00 3,301.65 262.04 - 2,041.65 200-5335-50-03 Radio/Video Repairs 500.00 500.00 500.00 200-5340-50-03 Building Repairs 500.00 500.00 34.96 6.99 465.04 200-5350-50-03 Vehicle Expense 6,200.00 10,500.00 16,700.00 11,753.23 2,151.17 70.38 4,946.77 200-5352-50-03 Fuel 4,000.00 4,000.00 3,347.03 690.78 83.68 652.97 200-5353-50-03 Oil/Grease/Inspections 250.00 250.00 145.50 58.20 104.50 200-5400-50-03 Uniform Expense 3,000.00 3,000.00 2,974.68 99.16 25.32 200-5418-50-03 IT Fees 17,800.00 - 17,675.00 125.00 125.00 200-5430-50-03 Legal Fees 500.00 500.00 646.00 129.20 - 146.00 200-5480-50-03 Contracted Services 67,366.00 - 19,725.00 47,641.00 40,385.99 33,230.65 7,255.00 84.77 0.01 200-5520-50-03 Telephones 1,524.00 1,524.00 1,409.72 200.55 92.50 114.28 200-5525-50-03 Electricity 50,800.00 50,800.00 58,798.82 8,768.24 115.75 - 7,998.82 200-5530-50-03 Travel 1,500.00 1,500.00 1,500.00 200-5533-50-03 Mileage Expense 500.00 500.00 500.00 200-5536-50-03 Training/Seminars 4,100.00 4,100.00 6,633.12 240.69 161.78 - 2,533.12 200-5560-50-03 Sewer Management Fees 1,485,348.00 - 55,500.00 1,429,848.00 1,421,371.05 39,406.73 99.41 8,476.95 200-5620-50-03 Tools & Equipment 4,200.00 4,200.00 5,285.33 433.95 125.84 - 1,085.33 200-5630-50-03 Safety Equipment 4,200.00 4,200.00 2,113.95 50.33 2,086.05 200-5640-50-03 Signs & Hardware 250.00 250.00 250.00 200-5650-50-03 Maintenance Materials 1,000.00 1,000.00 4,333.24 1,376.74 433.32 - 3,333.24 200-5660-50-03 Chemical Supplies 1,000.00 1,000.00 202.95 202.95 20.30 797.05 200-5670-50-03 System Improvements 32,000.00 32,000.00 32,973.98 8,983.31 103.04 - 973.98 200-5680-50-03 Lift Station Expense 51,400.00 - 34,500.00 16,900.00 14,574.81 4,991.04 86.24 2,325.19 200-6140-50-03 Capital Expenditure - Equipmen 175,000.00 - 77,200.00 97,800.00 97,753.04 99.95 46.96 300-4105-10-00 Property Taxes -Delinquent - 50,000.00 - 50,000.00 - 71,322.05 - 1,130.99 142.64 21,322.05 300-4110-10-00 Property Taxes -Current - 3,333,269.00 - 3,333,269.00 - 3,643,909.99 - 1,813.83 109.32 310,640.99 300-4115-10-00 Taxes -Penalties - 20,000.00 - 20,000.00 - 25,333.14 - 721.91 126.67 5,333.14 300-4610-10-00 Interest Income - 15,000.00 - 15,000.00 - 21,252.23 - 1,241.92 141.68 6,252.23 300-6186-10-00 2013 GO Ref Bond 284,200.00 284,200.00 284,200.00 100.00 300-6189-10-00 2012 GO TX Bond Payment 280,713.00 280,713.00 280,712.50 100.00 0.50 300-6191-10-00 2010 Tax Note Payment 369,633.00 369,633.00 369,632.50 100.00 0.50 300-6192-10-00 2011 Ref Bond Pmt 146,445.00 146,445.00 146,445.00 100.00 300-6198-10-00 2006 Bond Payment 336,021.00 336,021.00 336,021.00 100.00 300-6199-10-00 2008 Bond Payment 671,805.00 671,805.00 671,805.00 100.00 300-6200-10-00 Bond Administrative Fees 21,000.00 21,000.00 3,600.00 1,600.00 17.14 17,400.00 300-6201-10-00 2014 GO Debt payment 372,750.00 372,750.00 372,750.00 100.00 300-6203-10-00 2015 GO Debt Payment 609,701.00 609,701.00 612,163.73 100.40 - 2,462.73 300-6204-10-00 2015 CO Debt Payment 312,772.00 312,772.00 312,771.67 100.00 0.33 400-4100-10-00 Charges for Services - 25,000.00 - 25,000.00 - 22,185.00 - 2,070.00 88.74 - 2,815.00 400-4610-10-00 Interest Earned - 640.00 - 640.00 - 854.24 - 67.58 133.48 214.24 400-4995-10-00 Transfer In - 2,400.00 - 200.00 2,400.00 400-5160-10-00 MERP Expense - GF 40,000.00 40,000.00 26,841.13 900.00 67.10 13,158.87 410-4100-10-99 Charges for Services - 500,781.00 - 500,781.00 - 500,780.88 - 41,731.74 100.00 - 0.12 410-4910-10-99 Other Reimbursements - 50,000.00 - 50,000.00 - 81,867.16 163.73 31,867.16 410-6125-10-00 Capital-Equipment (Technology) 25,000.00 - 10,308.00 14,692.00 14,692.00 Item 5c 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 410-6125-10-01 Capital-Equipment (Technology) 76.00 76.00 75.30 99.08 0.70 410-6125-10-03 Capital-Equipment (Technology) 77.00 77.00 76.35 99.16 0.65 410-6125-10-05 Capital-Equipment (Technology) 10,155.00 10,155.00 10,154.51 100.00 0.49 410-6125-20-01 Capital-Equipment (Technology) 764.99 - 764.99 410-6160-20-01 Capital-Vehicles 120,606.00 120,606.00 129,091.40 107.04 - 8,485.40 410-6125-20-05 Capital-Equipment (Technology) 207.96 - 207.96 410-6125-30-01 Capital-Equipment (Technology) 52.98 - 52.98 410-6160-30-01 Capital-Vehicles 800,000.00 800,000.00 695,389.61 396,413.31 83,162.05 86.92 21,448.34 410-6125-40-01 Capital-Equipment (Technology) 588.48 - 588.48 410-6160-40-01 Capital-Vehicles 80,000.00 80,000.00 78,426.67 98.03 1,573.33 410-6140-50-02 Machinery & Equipment 10,000.00 - 10,000.00 410-6140-50-03 Machinery & Equipment 10,000.00 10,000.00 9,995.00 99.95 5.00 410-6160-50-03 Capital-Vehicles 10,000.00 10,000.00 34,871.50 348.72 - 24,871.50 410-6125-60-00 Capital-Equipment (Technology) 104.99 - 104.99 450-4001-98-02 Storm Drainage Utility Fee - 304,600.00 - 304,600.00 - 314,876.42 - 27,935.60 103.37 10,276.42 450-4610-98-02 Interest Storm Utility - 1,500.00 - 1,500.00 - 1,005.07 - 31.80 67.01 - 494.93 450-4910-98-02 Other Revenue - 10,000.00 - 10,000.00 - 10,000.00 450-5110-98-02 Salaries 103,615.00 103,615.00 67,122.97 13,751.75 64.78 36,492.03 450-5111-98-02 Compensated Absences - 224.38 - 224.38 224.38 450-5115-98-02 Salaries-Overtime 3,004.00 3,004.00 1,702.16 139.50 56.66 1,301.84 450-5140-98-02 Salaries-Longevity Pay 195.00 195.00 135.00 69.23 60.00 450-5145-98-02 Social Security Expense 6,622.00 6,622.00 4,031.45 827.11 60.88 2,590.55 450-5150-98-02 Medicare Expense 1,549.00 1,549.00 942.85 193.45 60.87 606.15 450-5155-98-02 SUTA Expense 18.00 18.00 347.52 35.15 1,930.67 - 329.52 450-5160-98-02 Health Insurance 4,078.00 4,078.00 9,397.27 703.83 230.44 - 5,319.27 450-5165-98-02 Dental Expense 353.00 353.00 496.35 49.65 140.61 - 143.35 450-5170-98-02 Life Ins/AD&D 95.00 95.00 126.08 19.70 132.72 - 31.08 450-5175-98-02 Liability (TML) Workers Comp 1,746.00 1,746.00 1,561.59 79.93 89.44 184.41 450-5180-98-02 TMRS Expense 13,495.00 13,495.00 8,484.44 1,718.35 62.87 5,010.56 450-5185-98-02 Long Tern/Short Term Disabilit 203.00 203.00 108.99 18.33 53.69 94.01 450-5186-98-02 WELLE-Wellness Prog Reimb Emp 750.00 750.00 750.00 450-5210-98-02 Office Supplies 400.00 400.00 122.86 30.72 277.14 450-5230-98-02 Dues, Fees, & Subscriptions 4,600.00 4,600.00 110.00 2.39 4,490.00 450-5240-98-02 Postage and Delivery 4.45 - 4.45 450-5310-98-02 Rental Expense 2,500.00 2,500.00 1,011.80 40.47 1,488.20 450-5320-98-02 Repairs & Maiantenance 800.00 800.00 800.00 450-5340-98-02 Building Repairs 500.00 500.00 500.00 450-5350-98-02 Vehicle Expense 1,500.00 1,500.00 293.00 13.00 19.53 1,207.00 450-5352-98-02 Fuel 2,000.00 2,000.00 727.67 36.38 1,272.33 450-5353-98-02 Oil/Grease/Inspections 100.00 100.00 100.00 450-5400-98-02 Uniforms 1,500.00 1,500.00 762.20 50.81 737.80 450-5410-98-02 Professional Services-Storm Dr 2,500.00 2,500.00 2,500.00 450-5520-98-02 Telephones 852.00 852.00 618.98 134.30 72.65 233.02 450-5530-98-02 Travel/Lodging/Meals Expense 1,050.00 1,050.00 1,050.00 450-5533-98-02 Mileage Expense 28.64 - 28.64 Item 5c 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 450-5536-98-02 Training/Seminars 2,130.00 2,130.00 240.14 11.27 1,889.86 450-5620-98-02 Toosl & Equipment 2,200.00 2,200.00 2,200.00 450-5630-98-02 Safety Equipment 1,700.00 1,700.00 499.98 29.41 1,200.02 450-5640-98-02 Signs & Hardware 600.00 600.00 600.00 450-5650-98-02 Maintenance Materials 4,000.00 4,000.00 4,616.26 115.41 - 616.26 450-6015-98-02 Project Incentives 35,000.00 35,000.00 35,000.00 35,000.00 100.00 450-6193-98-02 2012 CO Bond Payment 75,019.00 75,019.00 75,019.00 100.00 450-7143-98-02 Transfer to Internal Serv. Fd 240.00 240.00 240.00 20.00 100.00 450-7144-98-02 Transfer to Capital Proj Fund 57,500.00 57,500.00 57,499.92 4,791.66 100.00 0.08 450-7147-98-02 Transfer to GF 18,366.00 18,366.00 18,366.00 1,530.50 100.00 560-4721-10-00 Prosper Christmas Donations - 12,000.00 - 12,000.00 - 12,390.00 103.25 390.00 560-5202-10-00 Prosper Christmas Expense 30,000.00 30,000.00 29,667.20 853.84 98.89 332.80 570-4537-10-00 Court Technology Revenue - 9,000.00 - 9,000.00 - 9,706.04 - 768.85 107.85 706.04 570-5203-10-00 Court Technology Expense 18,000.00 18,000.00 18,000.00 580-4536-10-00 Court Security Revenue - 7,000.00 - 7,000.00 - 7,279.52 - 576.64 103.99 279.52 580-5110-10-00 Salaries & Wages Payable 5,247.10 610.35 - 5,247.10 580-5145-10-00 Social Security Expense 325.32 37.85 - 325.32 580-5150-10-00 Medicare Expense 76.09 8.86 - 76.09 580-5155-10-00 SUTA expense 82.25 11.60 - 82.25 580-5175-10-00 Workers Comp 2.35 2.35 - 2.35 580-5204-10-00 Court Security Expense 4,000.00 4,000.00 863.94 78.54 6,872.25 21.60 - 3,736.19 590-4610-10-00 Interest - 16,925.35 - 314.97 16,925.35 590-4915-10-00 Escrow Income - 452,640.00 452,640.00 590-7144-10-00 Transfer to CIP GF 4,065,033.00 4,065,033.00 - 4,065,033.00 610-4045-60-00 Park Dedication-Fees - 100,000.00 - 100,000.00 - 677,948.61 - 44,125.63 677.95 577,948.61 610-4610-60-00 Interest Income - 4,100.00 - 4,100.00 - 6,713.98 - 545.76 163.76 2,613.98 610-6610-60-00 Frontier SE Corner Fld Lightin 600,000.00 600,000.00 596,788.00 99.47 3,212.00 620-4055-60-00 Park Improvement - 100,000.00 - 100,000.00 - 1,021,167.43 - 581,547.45 1,021.17 921,167.43 620-4610-60-00 Interest Income - 3,200.00 - 3,200.00 - 3,832.52 - 323.59 119.77 632.52 620-5270-60-00 Bank Charges 40.00 - 40.00 620-5489-60-00 Developer Reimbursement 17,011.35 - 17,011.35 620-6610-60-00 Frontier North Field Improveme 450,000.00 450,000.00 346,239.93 216,627.70 114,260.07 76.94 - 10,500.00 620-6610-60-00 Frontier Parking Improvements 450,000.00 450,000.00 403,140.00 89.59 46,860.00 620-6610-60-00 Preston Lakes Playground 90,000.00 90,000.00 90,000.00 630-4015-50-00 Impact Fees - 2,730,000.00 - 2,730,000.00 - 3,178,416.00 - 255,917.00 116.43 448,416.00 630-4615-50-00 Interest - 18,000.00 - 18,000.00 - 26,120.97 - 1,913.49 145.12 8,120.97 630-5410-50-00 Impact Fee Study 35,000.00 32,473.00 67,473.00 54,016.31 17,857.46 - 9,637.40 80.06 23,094.09 630-5489-50-00 Developer Agreement TVG 975,000.00 975,000.00 978,946.36 100.41 - 3,946.36 630-5489-50-00 Developer Agrmt Prsp Prtnrs 195,000.00 195,000.00 195,000.00 630-5489-50-00 Developer Agreement Doe Crk 532,586.00 532,586.00 532,586.00 630-6610-50-00 Prosper Trail EST 4,403,300.00 4,403,300.00 2,540,459.32 403,030.00 - 176,335.00 57.69 2,039,175.68 630-6610-50-00 Kroger Reimb Prosper Tr 130,000.00 130,000.00 130,000.00 100.00 630-6610-50-00 Lower Pressure Plane Pump Stat 1,655,000.00 1,655,000.00 31,022.17 31,022.17 894,567.83 1.87 729,410.00 640-4020-50-00 Impact Fees - 478,100.00 - 478,100.00 - 605,056.24 - 46,497.00 126.55 126,956.24 640-4620-50-00 Interest - 9,000.00 - 9,000.00 - 7,248.81 - 623.54 80.54 - 1,751.19 Item 5c 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 640-5410-50-00 Impact Fee Study 35,000.00 77,993.00 112,993.00 90,451.97 29,902.83 - 16,138.10 80.05 38,679.13 640-5410-50-00 LaCima Impct Fee Reimburse 5,000.00 5,000.00 5,000.00 640-5489-50-00 Developer Agrmt TVG 170,750.00 170,750.00 155,036.23 90.80 15,713.77 640-5489-50-00 Developer Agrmt Propser Prtnrs 34,150.00 34,150.00 34,150.00 640-5489-50-00 Developmer Agrmt Frontier Esta 71,300.00 71,300.00 31,828.00 31,828.00 44.64 39,472.00 640-6610-50-00 Public Works Interceptor 800,000.00 800,000.00 5,175.76 2,090.00 25,124.24 0.65 769,700.00 640-6610-50-00 LaCima #2 Interceptor 465,000.00 465,000.00 465,000.00 650-4015-99-00 Impact Fees -Water 7,800.00 650-4020-99-00 Impact Fees -Sewer 1,366.00 650-4040-99-00 Thoroughfare Impact Fees 7,454.00 650-7144-99-00 Transfer to Bond Fund 487,211.35 487,211.35 - 487,211.35 660-4040-50-00 East Thoroughfare Impact Fees - 2,200,000.00 - 2,200,000.00 - 4,726,550.68 - 201,245.85 214.84 2,526,550.68 660-4610-50-00 Interest - 7,000.00 - 7,000.00 - 30,360.55 - 2,470.11 433.72 23,360.55 660-5410-50-00 Impact Fee Study 35,000.00 - 17,678.00 17,322.00 13,861.39 4,582.49 - 2,473.10 80.02 5,933.71 660-5489-50-00 Developer Agrmnt Lakes/LaCima 300,000.00 300,000.00 199,029.00 66.34 100,971.00 660-6610-50-00 Frontier Pkwy BNSF Overpass 3,650,000.00 3,650,000.00 3,650,000.00 660-6610-50-00 Coleman-Prosper Tr to Preston 1,052,907.00 1,052,907.00 1,052,907.00 660-6610-50-00 Kroger Reimb-Prosper Tr 960,000.00 960,000.00 954,932.53 99.47 5,067.47 660-6610-50-00 Custer Turn Lane @Prosper Tr 100,000.00 100,000.00 100,000.00 660-7144-50-00 Transfer to Capital Proj Fund 1,152,707.69 1,152,707.69 - 1,152,707.69 660-7147-50-00 Transfer to GF 33,000.00 33,000.00 33,000.00 100.00 670-4510-10-00 Grants - 1,800.00 - 150.00 1,800.00 670-4530-10-00 Police Donation Inc - 12,000.00 - 12,000.00 - 14,882.72 - 1,069.00 124.02 2,882.72 670-4531-10-00 Fire Donations - 10,000.00 - 10,000.00 - 12,300.00 - 1,105.00 123.00 2,300.00 670-4533-10-00 In God We Trust decals - 2,500.00 2,500.00 670-4535-10-00 Child Safety Inc - 8,000.00 - 8,000.00 - 9,877.81 123.47 1,877.81 670-4550-10-00 LEOSE Revenue - 1,769.18 1,769.18 670-4610-10-00 Interest Income - 4,100.00 - 4,100.00 - 9,506.02 - 469.39 231.85 5,406.02 670-4761-10-00 Tree Mitigation Revenue - 45,500.00 45,500.00 670-4916-10-00 Cash Seizure Forfeit-PD - 1,128.00 1,128.00 670-5201-10-00 LEOSE Expenditures 500.00 - 500.00 670-5205-10-00 Police Donation Exp 6,000.00 6,000.00 4,373.00 72.88 1,627.00 670-5206-10-00 Fire Dept Donation Exp 3,587.39 - 3,587.39 670-5208-10-00 Child Safety Expense 25,000.00 25,000.00 6,905.90 27.62 18,094.10 670-5212-10-00 Tree Mitigation Expense 14,000.00 14,000.00 14,000.00 670-5213-10-00 In God We Trust decals 2,400.00 - 2,400.00 670-5292-10-00 PD Seizure Expense 3,000.00 3,000.00 636.09 306.09 21.20 2,363.91 680-4041-50-00 W Thoroughfare Impact Fees - 1,000,000.00 - 1,000,000.00 - 1,101,941.00 - 119,264.00 110.19 101,941.00 680-4610-50-00 Interest - 2,400.00 - 2,400.00 - 9,653.92 402.25 7,253.92 680-5410-50-00 Impact Fee Study 17,322.00 17,322.00 13,861.39 4,582.49 - 2,473.10 80.02 5,933.71 680-5489-50-00 Developer Agrmnt TVG 500,000.00 500,000.00 501,706.45 100.34 - 1,706.45 680-5489-50-00 Development Agrmnt Parks/Legac 100,000.00 100,000.00 100,000.00 680-5489-50-00 TVG West Propser Rds Impact Fe 1,706,947.00 - 1,706,947.00 680-6110-50-00 First Street (DNT to Coleman) 220,000.00 220,000.00 11,128.00 1,513.00 98,200.00 5.06 110,672.00 680-7144-50-00 Transfer to Capital Proj Fund 152,130.01 152,130.01 - 152,130.01 Item 5c 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 750-4510-10-00 Grants - 11,262,500.00 - 30,645.00 - 11,293,145.00 - 30,644.63 0.27 - 11,262,500.37 750-4530-10-00 Contributions - 3,766,000.00 - 3,766,000.00 - 3,766,000.00 750-4530-10-00 Contributions - 738,758.80 738,758.80 750-4611-10-00 Interest-2004 Bond - 2,040.00 - 2,040.00 - 2,753.22 - 262.89 134.96 713.22 750-4612-10-00 Interest-2006 Bond - 600.00 - 600.00 - 2,573.47 - 284.81 428.91 1,973.47 750-4613-10-00 Interest 2008 Bond - 13,500.00 - 13,500.00 - 11,216.06 - 1,083.20 83.08 - 2,283.94 750-4616-10-00 Interest 2012 GO Bond - 12,000.00 - 12,000.00 - 13,832.43 - 139.93 115.27 1,832.43 750-4995-10-00 Transfer In - 1,024,000.00 - 1,711,863.00 - 2,735,863.00 - 13,156,766.38 - 10,738,236.75 480.90 10,420,903.38 750-4999-10-00 Bond Proceeds - 2,660,000.00 - 2,660,000.00 - 2,660,000.00 750-5419-10-00 Windsong Ranch Fire Station 19,788.38 19,788.38 98,064.38 2,875.02 7,228.00 495.57 - 85,504.00 750-5419-10-00 Coleman-Prspr Trl to Prspr HS 30,291.25 30,291.25 9,077.50 - 928.75 29.97 22,142.50 750-5419-10-00 SH289 Median Lighting 10,074.00 10,074.00 3,483.60 34.58 6,590.40 750-5419-10-00 Seventh Street (Coleman-PISD) 200.00 200.00 200.00 750-5419-10-00 Prosper Trail (Kroger to Coit) 181,327.00 181,327.00 96,717.50 30,779.00 84,609.50 53.34 750-5419-10-00 First Street (DNT to Coleman) 383,560.99 383,560.99 247,432.00 48,094.00 174,411.49 64.51 - 38,282.50 750-5419-10-00 Town Hall Infrastructure Imprv 184,000.00 184,000.00 117,307.90 3,273.86 63.75 66,692.10 750-6110-10-00 Capital Expenditures 46.40 46.40 - 46.40 750-6160-10-00 Fire Engine 815,000.00 815,000.00 711,107.61 412,131.32 86,466.30 87.25 17,426.09 750-6610-10-00 Construction 45,000.00 45,000.00 45,000.00 750-6610-10-00 Prosper Road Improvements 127,581.76 127,581.76 - 44,805.70 172,387.46 750-6610-10-00 Windsong Ranch Fire Station 5,761,530.45 5,761,530.45 5,835,806.89 837,053.50 174,851.26 101.29 - 249,127.70 750-6610-10-00 Windsong Ranch FIre Station 204,000.00 204,000.00 204,000.00 750-6610-10-00 Town Hall-Multipurpose Facil. 1,300,000.00 1,179,668.12 2,479,668.12 1,134,599.45 181,515.50 - 96,033.85 45.76 1,441,102.52 750-6610-10-00 Coleman-Prspr Trl to Prspr HS 53,337.12 53,337.12 1,553,846.96 - 43,646.36 2,913.26 - 1,456,863.48 750-6610-10-00 Decorative Monument Signs 109,896.50 100,171.50 - 109,896.50 750-6610-10-00 Downtown Enhancements 490,000.00 1,050,000.00 1,540,000.00 15,700.00 15,700.00 96,300.00 1.02 1,428,000.00 750-6610-10-00 Seventh Street (Colemn-PISD) 230.92 230.92 230.92 750-6610-10-00 SH 289 Median Landscaping 49,720.00 49,720.00 49,720.00 100.00 750-6610-10-00 West Prosper Rd Improvements 12,531,000.00 12,531,000.00 6,089,214.29 1,197,568.32 6,441,785.71 48.59 750-6610-10-00 Radio System Improvements 93,000.00 93,000.00 93,000.00 93,000.00 100.00 750-6610-10-00 Old Town Streets 1,044,000.00 1,044,000.00 1,044,000.00 750-6610-10-00 Town Hall Infrastructure Imprv 1,275,000.00 5,400.00 1,280,400.00 23,462.60 1.83 1,256,937.40 750-6610-10-00 Town Hall Construction 10,000,000.00 10,000,000.00 10,000,000.00 750-6610-10-00 Frontier Park North 9,086,225.00 9,086,225.00 46,000.00 9,040,225.00 750-6610-10-00 Fishtrap Rd-Artesia to Custer 820,000.00 820,000.00 1,452,006.31 435,463.39 544,854.59 177.07 - 1,176,860.90 750-6610-10-00 First St-Townlake to Custer 420,000.00 420,000.00 420,000.00 750-6610-10-00 Church St-First to PISD 850,000.00 150,000.00 1,000,000.00 89,300.00 89,300.00 595,060.00 8.93 315,640.00 750-6610-10-00 Harper Road Repair 53,750.00 53,750.00 53,638.27 99.79 111.73 750-6610-10-00 Prosper Trail (Coit-Custer) 347,768.00 347,768.00 347,693.54 - 73.88 99.98 74.46 750-6610-10-00 Dallas North Tollway Repair 95,990.00 95,990.00 95,990.00 95,990.00 42,890.00 100.00 - 42,890.00 760-4610-10-00 Interest Income - 34,200.00 - 34,200.00 - 40,748.81 - 2,368.82 119.15 6,548.81 760-4996-10-00 Transfers In - 100,000.00 - 100,000.00 - 644,711.27 - 492,003.01 644.71 544,711.27 760-4999-10-00 Bond Proceeds - 2,370,000.00 - 2,370,000.00 - 2,370,000.00 760-5419-10-00 Prosper Trail EST-Land Acq 207,951.00 207,951.00 103,719.89 14,859.60 34,930.16 49.88 69,300.95 760-5419-10-00 Lower Pressure Pln 42" Trns Ln 148,882.91 148,882.91 102,198.89 - 18,721.79 46,684.02 68.64 Item 5c 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 760-6610-10-00 UTRWD Metering Stations 1,625.00 - 1,625.00 760-6610-10-00 BNSF Railroad PRV's 532,200.00 532,200.00 28,787.75 3,310.00 6,712.25 5.41 496,700.00 760-6610-10-00 Lakes or LaCima Outfall Repair 3,666.60 3,666.60 3,666.60 760-6610-10-00 Old Town Drainage 500,000.00 500,000.00 19,720.00 17,520.00 3.94 480,280.00 760-6610-10-00 Coleman Rd Drainage 17,500.00 17,500.00 17,500.00 2,075.00 - 2,075.00 100.00 2,075.00 760-6610-10-00 Old Town Drainage Land Acq 1,500,000.00 1,500,000.00 59,920.00 6,110.00 4.00 1,440,080.00 760-6610-10-00 Old Town Drainage Trunk Main 600,000.00 600,000.00 600,000.00 760-6610-10-00 Amberwood Farms 32,000.00 32,000.00 32,000.00 760-6610-10-00 Church/Parvin Wastewater Recon 100,000.00 100,000.00 100,000.00 770-4610-10-00 Interest Income - 25,851.09 - 2,750.13 25,851.09 770-7144-10-00 Transfer to Capital Projects 3,147,791.30 3,147,791.30 - 3,147,791.30 771-4520-10-00 Other Revenue - 2,659.12 2,659.12 771-4610-10-00 Interest Income - 13,357.75 - 8,492.11 13,357.75 771-4998-10-00 Other Sources - Debt Issuance - 995,603.25 995,603.25 771-4999-10-00 Bond Proceeds - 8,470,000.00 8,470,000.00 771-6120-10-00 Non-Bond Capital Expenditures 154,378.25 - 154,378.25 780-4520-10-00 Other Revenue - 3,774.35 3,774.35 780-4610-10-00 Interest Income - 12,557.18 - 1,549.96 12,557.18 780-7144-10-00 Transfer to Capital Projects 1,473,414.22 1,473,414.22 - 1,473,414.22 781-4520-10-00 Other Revenue - 7,912.85 7,912.85 781-4610-10-00 Interest Income - 4,822.29 - 2,923.51 4,822.29 781-4998-10-00 Other Sources - Debt Issuance - 412,518.70 412,518.70 781-4999-10-00 Bond Proceeds - 3,380,000.00 3,380,000.00 781-6120-10-00 Non-Bond Capital Expenditures 71,080.70 - 71,080.70 781-7144-10-00 Transfer to Capital Projects 564,445.99 564,445.99 - 564,445.99 800-4120-65-00 Sales Taxes - 1,100,000.00 - 1,100,000.00 - 1,332,168.51 - 122,304.38 121.11 232,168.51 800-4610-65-00 Interest Income - 19,000.00 - 19,000.00 - 21,883.33 - 2,035.88 115.18 2,883.33 800-4910-65-00 Other Revenue - 16,250.00 16,250.00 800-5110-65-00 Salaries & Wages 234,700.00 234,700.00 201,914.96 - 25,527.26 86.03 32,785.04 800-5115-65-00 Salaries - Overtime 500.00 500.00 298.59 59.72 201.41 800-5126-65-00 Salaries-Vacation Buy-Out 2,692.32 - 2,692.32 800-5140-65-00 Salaries - Longevity Pay 270.00 270.00 450.00 166.67 - 180.00 800-5142-65-00 Car Allowance 6,000.00 6,000.00 5,307.71 88.46 692.29 800-5143-65-00 Cell Phone Allowance 3,490.00 3,490.00 2,070.00 59.31 1,420.00 800-5145-65-00 Social Security Expense 15,495.00 15,495.00 12,671.55 267.09 81.78 2,823.45 800-5150-65-00 Medicare Expense 3,625.00 3,625.00 3,248.86 62.47 89.62 376.14 800-5155-65-00 SUTA Expense 27.00 27.00 437.04 87.66 1,618.67 - 410.04 800-5160-65-00 Health/Dental Insurance 22,030.00 22,030.00 14,761.08 766.00 67.00 7,268.92 800-5165-65-00 Dental Insurance 1,060.00 1,060.00 777.26 40.58 73.33 282.74 800-5170-65-00 Life Insurance 303.00 303.00 291.04 9.85 96.05 11.96 800-5175-65-00 Liability (TML)/Workers' Comp 720.00 720.00 527.99 0.29 73.33 192.01 800-5176-65-00 TML-Prop. & Liab Insurance 900.00 900.00 831.24 92.36 68.76 800-5180-65-00 TMRS Expense 32,490.00 32,490.00 28,841.43 570.01 88.77 3,648.57 800-5185-65-00 Long Term/Short Term Disabilit 550.00 550.00 352.27 6.03 64.05 197.73 800-5186-65-00 WELLE-Wellness Prog Reimb-Emp 3,000.00 3,000.00 401.22 13.37 2,598.78 Item 5c 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 800-5189-65-00 Administrative Fees 7,500.00 7,500.00 7,500.00 625.00 100.00 800-5191-65-00 Hiring Cost 239.85 - 239.85 800-5210-65-00 Supplies 2,800.00 2,800.00 2,298.05 731.99 82.07 501.95 800-5212-65-00 Building Supplies 500.00 500.00 591.92 319.99 118.38 - 91.92 800-5220-65-00 Office Equipment 1,000.00 1,000.00 1,929.34 1,379.36 192.93 - 929.34 800-5230-65-00 Dues,Fees,& Subscriptions 7,200.00 7,200.00 13,808.04 5,624.78 191.78 - 6,608.04 800-5240-65-00 Postage and Delivery 1,000.00 1,000.00 532.24 11.06 53.22 467.76 800-5265-65-00 Promotional Expense 38,520.00 38,520.00 34,259.22 885.80 88.94 4,260.78 800-5280-65-00 Printing and Reproduction 2,000.00 2,000.00 2,314.10 115.71 - 314.10 800-5310-65-00 Rental Expense 41,000.00 41,000.00 40,355.28 3,355.30 98.43 644.72 800-5330-65-00 Copier Expense 5,500.00 5,500.00 4,041.31 629.35 73.48 1,458.69 800-5340-65-00 Building Repairs 500.00 500.00 120.00 24.00 380.00 800-5410-65-00 Professional Services 20,000.00 20,000.00 64,986.58 6,425.42 324.93 - 44,986.58 800-5412-65-00 Audit Fees 1,500.00 1,500.00 1,500.00 100.00 800-5418-65-00 IT Fees 5,000.00 5,000.00 3,440.00 68.80 1,560.00 800-5430-65-00 Legal Fees 15,000.00 15,000.00 891.65 5.94 14,108.35 800-5520-65-00 Telephones 4,200.00 4,200.00 3,916.70 813.98 93.26 283.30 800-5523-65-00 Water 500.00 500.00 457.77 89.64 91.55 42.23 800-5524-65-00 Gas 400.00 400.00 237.74 29.18 59.44 162.26 800-5525-65-00 Electricity 2,100.00 2,100.00 1,515.78 301.78 72.18 584.22 800-5530-65-00 Travel 10,000.00 10,000.00 3,575.27 35.75 6,424.73 800-5531-65-00 Prospect Mtgs/Business Meals 5,500.00 5,500.00 4,486.68 139.64 81.58 1,013.32 800-5533-65-00 Mileage Expense 2,500.00 2,500.00 1,172.73 46.91 1,327.27 800-5536-65-00 Training/Seminars 5,500.00 5,500.00 1,185.00 21.55 4,315.00 800-6015-65-00 Project Incentives 550,000.00 550,000.00 450,000.00 81.82 100,000.00 Item 5c "A PLACE WHERE EVERYONE MATTERS" Investment Portfolio Summary July 1, 2016 - September 30, 2016 Prepared By Betty Pamplin Accounting Manager Town of Prosper Kelly Neal Finance Director Town of Prosper Item 5d Item 5d TOWN OF PROSPER, TEXAS INVENTORY HOLDING REPORT 09/30/16 ALL FUND TYPES EXCEPT EDC Maturity Break Bank Deposit 45,046,439 Subtotal - Cash 45,046,439 69.9% TexPool 2,356,899 TexStar 16,951,536 Subtotal - Pools 19,308,435 30.0% Agencies, Treasuries, Muni Bonds & CD's 0-3 months 0 3-6 months 0 6-9 months 103,432 9-12 months 0 Subtotal - Other < 1 year 103,432 0.2% 1-2 years 0 2-3 years 0 > 3 years 0 0.06% Subtotal - Other 1 or > 1 year 0 0.0% Total 64,458,306 100% Asset Diversification Bank Deposit 45,046,439 69.9% TexPool 2,356,899 3.7% TexStar 16,951,536 26.3% Certificate of Deposit 103,432 0.2% Total 64,458,306 100.0% - 5,000,000 10,000,000 15,000,000 20,000,000 25,000,000 30,000,000 35,000,000 40,000,000 45,000,000 50,000,000 Town of Prosper - Maturity Break 1 Day Liquidity 0 5,000,000 10,000,000 15,000,000 20,000,000 25,000,000 30,000,000 35,000,000 40,000,000 45,000,000 50,000,000 Bank Deposit TexPool TexStar Certificate of Deposit Town of Prosper - Security Type Town Page 2 Item 5d TOWN OF PROSPER, TEXAS CURRENT INVESTMENT PORTFOLIO AS OF September 30, 2016 ALL FUND TYPES (EXCEPT EDC) AS DEFINED IN TOWN'S INVESTMENT POLICY PURCHASE DAYS DAYS TO TYPE OF SETTLEMENT MATURITY HELD MATURITY % TOTAL WEIGHTED AVG WEIGHTED CUSIP SECURITY PAR DATE DATE TERM 09/30/16 09/30/16 RATE MATURITY AVG. YIELD Bank Deposit Cash 45,046,439 09/30/16 10/01/16 1 0 1 0.7500% 69.88%0.699 0.52% TexPool Pool 2,356,899 09/30/16 10/01/16 1 0 1 0.3733% 3.66%0.037 0.01% TexStar Pool 16,951,536 09/30/16 10/01/16 1 0 1 0.4000% 26.30%0.263 0.11% CD 3000155 CD 103,432 06/14/15 06/14/17 731 474 257 0.6000% 0.16%0.412 0.00% 64,458,306 734 474 260 100.00%1.411 0.64% Town Page 3 Item 5d Average Portfolio Yield:0.49%Average Portfolio Yield:0.64% Average Portfolio Maturity (days):2 Average Portfolio Maturity (days):1 % Maturing within 3 months:99.8%% Maturing within 3 months:99.8% Town of Prosper, Texas Quarterly Portfolio Change Cash 70% Pools 30% CD's 0% Total Portfolio Assets as of 09/30/2016 are $64,458,306 Cash 56% Pools 44% CD's 0% Total Portfolio Assets as of 7/01/2016 are $61,903,555 Town Page 4 Item 5d Town Page 5 TOWN OF PROSPER, TEXAS QUARTERLY POSITION CHANGE REPORT July 1, 2016 - September 30, 2016 PURCHASE BOOK VALUE MARKET VALUE TYPE OF CURRENT SETTLEMENT MATURITY BEGINNING ENDING BEGINNING ENDING CUSIP SECURITY PAR RATE DATE DATE 07/01/16 09/30/16 CHANGE 07/01/16 09/30/16 CHANGE Cash Positions: Bank Cash Investments Bank Deposit Cash 45,046,439 Varies 06/30/16 07/01/16 34,315,494 45,046,439 10,730,945 34,315,494 45,046,439 10,730,945 Subtotal Cash Positions 45,046,439 34,315,494 45,046,439 10,730,945 34,315,494 45,046,439 10,730,945 Cash Positions: Pooled Investments TexPool Pool 2,356,899 0.373%06/30/16 07/01/16 2,354,678 2,356,899 2,221 2,354,678 2,356,899 2,221 TexStar Pool 16,951,536 0.400%06/30/16 07/01/16 25,130,106 16,951,536 (8,178,570) 25,130,106 16,951,536 (8,178,570) Subtotal Pool Investments 19,308,435 27,484,784 19,308,435 (8,176,350) 27,484,784 19,308,435 (8,176,350) Certificates of Deposit CD 3000155 CD 103,432 0.45%06/14/15 06/14/17 103,277 103,432 155 103,277 103,432 155 Subtotal CD's 103,432 103,277 103,432 155 103,277 103,432 155 Grand Total 64,458,306 61,903,555 64,458,306 2,554,751 61,903,555 64,458,306 2,554,751 Approximate Net Change in Cash Position for the Quarter: 2016 Bond Proceeds received 13,100,000$ General Fund revenue receipts 3,150,000 CIP Projects expenditures (7,500,000) Developer Reimbursements (3,000,000) Debt Service Payments (3,200,000) Net Change in Cash position 2,550,000$ Item 5d Page 1 of 1 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Consider and act upon an ordinance for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, located on the northeast corner of US 380 and Gee Road. (MD16-0002). Description of Agenda Item: On October 25, 2016, the Town Council approved the request for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, subject to approving: 1. the request for two unified development signs to be located within 750 feet of another, 2. the encroachment of the setback, as shown on Exhibit C 3. the increased wall sign height for the big box buildings, and 4. the static digital fuel pricing on the off-site unified development signs. Since the meeting, the exhibits have been revised accordingly, and an ordinance has been prepared. Legal Obligations and Review: Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Attachments: 1. Ordinance Town Staff Recommendation: Town staff recommends that the Town Council approve an ordinance for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, located on the northeast corner of US 380 and Gee Road. Proposed Motion: I move to approve an ordinance for a Special Purpose Sign District for Windsong Ranch Marketplace, on 46.6± acres, located on the northeast corner of US 380 and Gee Road. Prosper is a place where everyone matters. PLANNING Item 5e TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, ADOPTING AND APPROVING A SPECIAL PURPOSE SIGN DISTRICT, PURSUANT TO SECTION 3.14.012 OF THE TOWN’S CODE OF ORDINANCES, AS AMENDED, FOR 46.6 ACRES OF LAND, MORE OR LESS, COMMONLY KNOWN AS WINDSONG RANCH MARKETPLACE; MAKING FINDINGS; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, Section 3.14.012 of the Town’s Code of Ordinances, as amended, provides for the approval by the Town Council of the Town of Prosper, Texas (the “Town Council”), of a special district that exclusively addresses sign regulations; and WHEREAS, the special district, if approved by the Town Council, is designated a Special Purpose Sign District (“SPSD”), and in general, the purposes of an SPSD are to (1) promote consistency among signs within a development, thus creating visual harmony between signs, buildings, and other components of the property; (2) enhance the compatibility of signs with the architectural and site design features within a development; (3) encourage signage that is in character with planned and existing uses, thus creating a unique sense of place; and (4) encourage multi-tenant commercial uses to develop a unique set of sign regulations in conjunction with development standards; and WHEREAS, an application has been submitted to the Town for a SPSD for 46.6 acres of land, more or less (“the Property”), commonly known as Windsong Ranch Marketplace, generally located on the northeast corner of US Highway 380 and Gee Road in the Town; and WHEREAS, all legal notices required for the creation of the proposed SPSD have been given in the manner and form set forth by law, and public hearings have been held on the proposed SPSD and all other requirements of notice and completion of such SPSD procedures have been fulfilled; and WHEREAS, the Town Council has further investigated and determined that it will be advantageous and beneficial to Prosper and its inhabitants to adopt a SPSD on the aforementioned property, subject to the terms and conditions as set forth herein. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 There is hereby created and approved a Special Purpose Sign District on the Property. All signage on the Property, more particularly described in Exhibit A, attached hereto and incorporated herein for all purposes as if set forth verbatim, shall be subject to the Statement of Item 5e Ordinance No. 16-__, Page 2 Intent and Purpose, attached hereto as Exhibit B and incorporated by reference, the Sign Coordination Plan, attached hereto as Exhibit C and incorporated by reference, the detailed elevations, attached hereto as Exhibits D-1 through D-18, the Sign Schedule, attached hereto as Exhibit E and incorporated by reference. Any signage not specifically addressed in the attachments to this Special Purpose Sign District Ordinance shall comply with the Town’s Sign Ordinance, contained in Article 3.14, “Signs,” of Chapter 3, “Building Regulations,” of the Town’s Code of Ordinances, as amended. SECTION 3 No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 It shall be unlawful for any person, firm or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm or corporation to construct on said premises any signage that is not in conformity with this Ordinance. SECTION 5 Any person, firm, corporation or business entity violating this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Five Hundred ($500.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude the Town from filing suit to enjoin the violation. The Town retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 6 Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7 All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 This Ordinance shall become effective from and after its adoption and publication as required by law. Item 5e Ordinance No. 16-__, Page 3 DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 8TH DAY OF NOVEMBER, 2016. ___________________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 5e Page 1 of 1 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Consider and act upon an ordinance rezoning a portion of Planned Development-65 (PD-65) and a portion of Planned Development-48 (PD-48), on 198.4± acres, located on the southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached, senior living development and to modify lot type requirements. (Z16-0011). Description: On October 25, 2016, the Town Council approved zoning case Z16-0011, by a vote of 7-0, and Town staff has prepared an ordinance accordingly. Legal Obligations and Review: Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Attached Documents: 1. Ordinance Town Staff Recommendation: Town staff recommends the Town Council approve an ordinance rezoning a portion of Planned Development-65 (PD-65) and a portion of Planned Development-48 (PD-48), on 198.4± acres, located on the southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached senior living development and to modify lot type requirements. Proposed Motion: I move to approve an ordinance rezoning a portion of Planned Development-65 (PD-65) and a portion of Planned Development-48 (PD-48), on 198.4± acres, located on the southeast and southwest corners of existing and future Prairie Drive and Legacy Drive, to allow for the development of a single family detached senior living development and to modify lot type requirements. Prosper is a place where everyone matters. PLANNING Item 5f TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, AMENDING THE TOWN’S ZONING ORDINANCE, ORDINANCE NO. 10-083, AND ORDINANCE NO. 14-23, BY REZONING A TRACT OF LAND CONSISTING OF 198.40 ACRES, MORE OR LESS, SITUATED IN THE COLLIN COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 581, AND THE L. NETHERLY SURVEY, ABSTRACT NO. 962, IN THE TOWN OF PROSPER, DENTON COUNTY AND COLLIN COUNTY, TEXAS, FROM PLANNED DEVELOPMENT-48 (PD-48) AND PLANNED DEVELOPMENT-65 (PD-65) TO PLANNED DEVELOPMENT- 65 (PD-65); DESCRIBING THE TRACT TO BE REZONED; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (the “Town Council”), has investigated and determined that the Town’s Zoning Ordinance should be amended; and WHEREAS, the Town of Prosper, Texas (“Prosper”), received a request from Prosper Partners, LP (“Applicant”), to rezone 198.40 acres of land, more or less, situated in the Collin County School Land Survey, Abstract No. 581, and the L. Netherly Survey, Abstract No. 962, in the Town Of Prosper, Denton County and Collin County, Texas; and WHEREAS, the Town Council has investigated into and determined that the facts contained in the request are true and correct; and WHEREAS, all legal notices required for rezoning have been given in the manner and form set forth by law, and public hearings have been held on the proposed rezoning and all other requirements of notice and completion of such zoning procedures have been fulfilled; and WHEREAS, the Town Council has further investigated into and determined that it will be advantageous and beneficial to Prosper and its inhabitants to rezone this property as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendments to the Town’s Zoning Ordinance and Ordinance No. 07-088. The Town’s Zoning Ordinance, adopted by Ordinance No. 05-20, Ordinance No. 10-083, and Ordinance No. 14-23 are amended as follows: The zoning designation of the below-described property containing 198.40 acres of land, more or less, situated in the Collin County School Land Survey, Abstract No. 581, and the L. Netherly Survey, Abstract No. 962, in the Town Of Prosper, Denton County and Collin County, Texas, (the “Property”) and all streets, roads and alleyways Item 5f Ordinance No. 16-__, Page 2 contiguous and/or adjacent thereto is hereby rezoned as Planned Development-65 (PD-65). The property as a whole and the boundaries for each zoning classification are more particularly described in Exhibit A and attached hereto and incorporated herein for all purposes as if set forth verbatim. The development plans, standards, and uses for the Property in this Planned Development District shall conform to, and comply with 1) the statement of intent and purpose, attached hereto as Exhibit B; 2) the planned development standards, attached hereto as Exhibit C; 3) the concept plan, attached hereto as Exhibit D; 4) the development schedule, attached hereto as Exhibit E; and 5) the conceptual elevations, attached hereto as Exhibits F, which are incorporated herein for all purposes as if set forth verbatim. All development plans, standards, and uses for the Property shall comply fully with the requirements of all ordinances, rules, and regulations of the Town of Prosper, as they currently exist or may be amended. Two (2) original, official, and identical copies of the zoning exhibit map are hereby adopted and shall be filed and maintained as follows: a. One (1) copy shall be filed with the Town Secretary and retained as an original record and shall not be changed in any manner. b. One (1) copy shall be filed with the Building Official and shall be maintained up-to- date by posting thereon all changes and subsequent amendments for observation, issuing building permits, certificates of compliance and occupancy, and enforcing the zoning ordinance. Reproduction for information purposes may from time-to-time be made of the official zoning district map. SECTION 3 No Vested Interest/Repeal. No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 Unlawful Use of Premises. It shall be unlawful for any person, firm or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm or corporation to construct on said premises any building that is not in conformity with the permissible uses under this Zoning Ordinance. SECTION 5 Penalty. Any person, firm, corporation or business entity violating this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Two Thousand Dollars ($2,000.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 6 Item 5f Ordinance No. 16-__, Page 3 Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7 Savings/Repealing Clause. Prosper’s Zoning Ordinance shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 Effective Date. This Ordinance shall become effective from and after its adoption and publications as required by law. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 8TH DAY OF NOVEMBER, 2016. ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 5f PROSPER PARTNERS, LP NO. 20080303000247320 O.P.R.C.C.T. . TRACT 3R (SECTION 1) GROSS 4,743,976.7 SF (108.9 Ac) NET 4,499,298.7 SF (103.3 Ac) ∆ ∆ COMMUNITY PARK TRACT 4R GROSS 3,574,568.5 SF (82.1 Ac) NET 3,307,664.9 SF (75.9 Ac) TRACT 1 GROSS 2,384,414.8 SF (54.7 Ac) NET 2,138,601.1 SF (49.1 Ac) TRACT 2 GROSS 2,985,699.2 SF (68.5 Ac) NET 2,668,992.7 SF (61.3 Ac) ∆ ∆ ∆ ∆ TRACT 3R (SECTION 2) GROSS/NET 326,472.7 SF (7.49 Ac) P.O.B. LEGACY DRIVE P RA IR IE D RI VE P RA IR IE D RI VE Pr o s p e r C e n t e r TO W N O F P R O S P E R DE N T O N A N D C O L L I N C O U N T Y , T E X A S Prosper Center 198.40 ACRES COLLIN COUNTY SCHOOL LAND SUREY ABSTRACT No. 581 L. NETHERLY SURVEY ABSTRACT No.962 TOWN OF PROSPER, TEXAS JUNE 2016 CURRENT PROPERTY OWNER: Prosper Partners, LP 10950 Research Road Frisco, TX 75033 P 214.387.3993 F 214.387.3913 E crichardson@txlandresources.com APPLICANT: Greater Land Resources Contact: Clint Richardson 10950 Research Road Frisco, TX 75033 P 214.387.3993 F 214.387.3913 E crichardson@txlandresources.com SURVEYOR: Michael Marx, R.P.L.S. Kimley-Horn and Associates 5750 Genesis Court Frisco, TX 75034 P 972.335.3580 F 972.335.3779 AMENDMENT TO PD-65 Z16-0011 © 01 N.T.S. LOCATION MAP LEGAL DESCRIPTION 198.399 ACRES BEING a tract of land situated in the L. Netherly Survey, Abstract No. 962, Denton County, Texas, and in the Collin County School Land Survey, Abstract No. 147, Collin County, City of Prosper, Texas, and being a portion of the remainder of a called 356.537 acre tract of land described in a deed to Prosper Partners, LP, as recorded in County Clerk's File No. 2008-22064 of the Real Property Records of Denton County, Texas (R.P.R.D.C.T.), same being a portion of a called 162.722 acre tract of land described in a deed to Two-J Partners, LLLP, as recorded in County Clerk's File No. 2008-50523, R.P.R.D.C.T., and a portion of the remainder of a called 121.281 acre tract of land described in a deed to Prosper Partners, LP, as recorded in Instrument No. 20080303000247320 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and being more particularly described as follows: BEGINNING at a 1/2 inch iron rod found for the southerly southwest corner of said 162.722 acre tract, common to an interior corner of a called 816 acre tract of land described in a deed to Bert Fields, Jr., as recorded in Volume 523, Page 687 of the Deed Records of Denton County, Texas (D.R.D.C.T.); THENCE North 00°41'27" East, along the westerly line of said 162.722 acre tract and the easterly line of said 816 acre tract, a distance of 685.33 feet to a 5/8 inch iron rod found for the northerly northeast corner of said 816 acre tract, common to an interior corner of said 162.722 acre tract; THENCE North 89°58'51" East, crossing said 162.722 acre tract, a distance of 475.31 feet to a point for corner on the easterly line of said 162.722 acre tract and the westerly line of aforesaid 356.537 acre tract; THENCE North 00°20'46" East, along the easterly line of said 162.722 acre tract and the westerly line of said 356.537 acre tract, a distance of 1219.72 feet to a point for corner; THENCE departing the easterly line of said 162.722 acre tract and the westerly line of said 356.537 acre tract, and crossing said 356.537 acre tract, the following courses: North 88°24'25" East, a distance of 1871.62 feet to a point at the beginning of a tangent curve to the right having a central angle of 42°11'50", a radius of 1,331.86 feet, a chord bearing and distance of South 70°29'41" East, 958.87 feet; In a southeasterly direction, with said curve to the right, an arc distance of 980.89 feet to a point for corner at the end of said curve; South 49°23'46" East, a distance of 375.06 feet to a point at the beginning of a tangent curve to the left having a central angle of 59°14'35”, a radius of 1,100.00 feet, a chord bearing and distance of South 79°01'03” East, 1,087.39 feet; In a southeasterly direction, with said curve to the left, an arc distance of 1137.38 feet to a point for corner; North 71°21'39" East, passing en route the easterly line of said 356.537 acre tract and the westerly line of said 121.281 acre tract, and continuing along the same course and crossing said 121.281 acre tract, a distance of 1293.71 feet to a point at the beginning of a tangent curve to the right having a central angle of 18°57'45", a radius of 1100.00 feet, a chord bearing and distance of North 80°50'32" East, 362.39 feet; THENCE in a northeasterly direction and continuing across said 121.281 acre tract, with said curve to the right, an arc distance of 364.05 feet to a point for corner at the end of said curve; THENCE South 89°40'36" East, continuing across said 121.281 acre tract, a distance of 540.21 feet to a point for corner on the easterly line of said 121.281 acre tract and the westerly line of a called 55.50 acre tract of land described in a deed to 110 Prosper Property, LP, as recorded in Instrument No. 20091218001516510, O.P.R.C.C.T.; THENCE South 00°26'47" West, along the easterly line of said 121.281 acre tract, the westerly line of said 55.50 acre tract, and the westerly line of a called 30.000 acre tract of land described in a deed to MSW Proper 380, LP, as recorded in Instrument No. 20130114000054790, O.P.R.C.C.T., a distance of 935.00 feet to a point for the northeast corner of a called 30.105 acre tract of land described in a deed to NWC Lovers/380, LLC, as recorded in Instrument No. 20140108000020390, O.P.R.C.C.T.; THENCE North 89°40'36" West, departing the westerly line of said 30.000 acre tract and along the northerly line of said 30.105 acre tract, a distance of 1,349.82 feet to a point for the northwest corner of said 30.105 acre tract; THENCE South 00°02'42" East, along the westerly line of said 30.105 acre tract, a distance of 538.88 feet to a point for the northeast corner of a called 35.554 acre tract of land described in a deed to Legacy Hwy 380, LP, as recorded in Instrument No. 20140404000325110, O.P.R.C.C.T.; THENCE South 89°57'18" West, departing the westerly line of said 30.105 acre tract and along the northerly line of said 35.554 acre tract, a distance of 558.87 feet to a point for corner; THENCE South 89°36'57" West, continuing along the northerly line of said 35.554 acre tract, a distance of 112.15 feet to a point for corner; THENCE South 89°04'32" West, continuing along the northerly line of said 35.554 acre tract, passing en route the westerly line of aforesaid 121.281 acre tract and the easterly line of aforesaid 356.537 acre tract, and continuing along the same course, for a total distance of 170.35 feet to a point for corner; THENCE South 88°36'54" West, continuing along the northerly line of said 35.554 acre tract, a distance of 933.91 feet to a point for an interior corner of said 35.554 acre tract; THENCE North 00°02'42" West, along the easterly line of said 35.554 acre tract, a distance of 434.88 feet to a point for an exterior corner of said 35.554 acre tract; THENCE South 89°57'18" West, along the northerly line of said 35.554 acre tract, passing en route the northwest corner of said 35.554 acre tract, and continuing along the same course and crossing said 356.537 acre tract, for a total distance of 861.37 feet to a point at the beginning of a non-tangent curve to the left having a central angle of 21°41'12", a radius of 1400.00 feet, a chord bearing and distance of South 9°29'44" West, 526.75 feet; THENCE in a southwesterly direction and continuing across said 356.537 acre tract, with said curve to the left, an arc distance of 529.90 feet to a point for corner at the end of said curve; THENCE South 01°20'52" East, continuing across said 356.537 acre tract, a distance of 54.42 feet to a point for corner on the southerly line of said 356.537 acre tract and the northerly line of aforesaid 816 acre tract, from which a 3 inch iron pipe found for the southerly northeast corner of said 816 acre tract bears North 89°30'27” East, 0.45 feet; THENCE South 89°30'27" West, along the southerly line of said 356.537 acre tract and the northerly line of said 816 acre tract, a distance of 2,183.60 feet to a 5/8 inch iron rod found for the southwest corner of said 356.537 acre tract, common to the southeast corner of aforesaid 162.722 acre tract; THENCE South 89°41'12" West, along the southerly line of said 162.722 acre tract and continuing along the northerly line of said 816 acre tract, a distance of 479.25 feet to the POINT OF BEGINNING and containing 198.399 acres (8,642,248 square feet) of land, more or less. This document was prepared under 22 TAC §663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. EXHIBIT "A" LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE W SS GAS OHP NOTE: 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. THE ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. GRAPHIC SCALE IN FEET 0300 150 300 600 1"=300' @ 24X36 Item 5f 1 Z16-0011 EXHIBIT “B” PROSPER CENTER PLANNED DEVELOPMENT DISTRICT STATEMENT OF INTENT AND PURPOSE This Planned Development District amendment requests additional development standards to facilitate the development of age-restricted detached single family units focused on senior living within Tract 3R of the development, increasing the land area within Tract 3R, and an allowance of additional Type A lots within Tract 3R and Tract 4R. The requested age restricted specific regulations will allow for development of a community that provides quality living options for multiple life stages. Item 5f Z16-0011 EXHIBIT “C” DEVELOPMENT STANDARDS Conformance with the Town’s Zoning Ordinance and Subdivision Ordinance: Except as otherwise set forth in these Development Standards, the property shall be developed in accordance with the regulations of Planned Development-65 (Ordinance No. 14-23), the regulations of the Town’s Zoning Ordinance (Ordinance No. 05-20), and the Subdivision Ordinance (Ordinance No. 03-05), as they exist or may be amended. Tract 3R – Age -Restricted Single Family Detached Provisions A. Provided Tract 3R develops as an age-restricted single family detached development, the following provisions shall apply. If any portion of Tract 3R does not develop as an age-restricted single family detached development, the regulations set forth in Planned Development-65 (Ordinance No. 14-23) shall apply. B. Age-Restricted Development 1. Such age restriction shall be contained in deed restrictions for the property, subject to the approval of the Town Attorney, consistent with the federal Fair Housing Act of 1968, as amended, and the Town shall have no enforcement obligations relative to said age restriction. Any amendment to the deed restrictions must be approved in writing by the Town Attorney and further, no amendment shall remove, modify or otherwise alter the foregoing enforcement obligations. 2. Tract 3R shall develop in no more than 3 phases and any age restrictions shall be imposed by deed restriction on no less than phase-by-phase development of Tract 3R. C. Development Plans 1. Conceptual Layout: Age-restricted single family detached development within Tract 3R shall be in general accordance with the attached conceptual layout, set forth in Exhibit D. 2. Conceptual Elevations: Age-restricted single family detached units within Tract 3R shall be in general conformance to the attached elevations, set forth in Exhibit F. a. Determination of conformance to conceptual elevations is subject to Town staff interpretation. Appeal of such interpretations shall be made to Town Council for final review and determination. D. Regulations 1. Age-Restricted Single Family Detached Area and Building Regulations: a. Type A Lot Regulations: i. A maximum of 20% of age-restricted single family detached units per phase shall be less than 1,800 square feet, and a minimum of 1,600 square feet. b. Type B Lot Regulations: i. Age-restricted single family detached units shall be a minimum of 1,800 square feet. c. Garage Regulations: i. Age-restricted single family detached units shall not be required to have swing -in driveways and/or side facing garages. Item 5f ii. The face of the garage doors shall not extend in front of the main front façade of the home. d. Architectural Regulations: i. Cementitious Fiber Siding, shall be permitted as a primary building material, as follows: A. For a maximum of 60% of units per phase. B. On a maximum of 45% of front façades. C. On a maximum of 10% of side façades. D. Shall not be permitted on rear facades. e. Porches: i. Front porches, a minimum of seven feet in depth, shall be required for 30% of homes per phase. Tracts 3R and 4R A. Regulations 1. Type A Lot Regulations: a. A maximum of 315 total Type A units shall be allowed within Tract 3R and Tract 4R. The maximum allowed Type A units within Tract 3R shall be 175 units. The remainder available Type A units, up to a 280 maximum total, shall be allowed within Tract 4R. Item 5f Item 5f 2 Z16-0011 EXHIBIT “E” PROSPER CENTER PLANNED DEVELOPMENT DISTRICT DEVELOPMENT SCHEDULE It is anticipated that the development of the age restricted single family portion of Prosper Center will begin within 1 to 10 years after approval and signing of the zoning ordinance. During this time period, prior to the initial stages of development, it is foreseen that plans and studies will be prepared for development and marketing of the property. Progress of development improvements will primarily depend on time frames established for construction of thoroughfares, utilities, and market trends/demands for the area. Item 5f Item 5f Item 5f Item 5f Item 5f Page 1 of 1 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Consider and act upon an ordinance rezoning 1.7± acres, from Office (O) and Retail (R) to Planned Development-Retail (PD-R), located on the west side of Hays Road, 2,600± feet north of First Street. (Z16-0020). Description: On October 25, 2016, the Town Council approved zoning case Z16-0020, by a vote of 7-0, subject to amending the concept plan (Exhibit D) to reflect a wrought iron fence in lieu of the wooden fence recommended by the Planning & Zoning Commission. Town staff has prepared an ordinance accordingly. Legal Obligations and Review: Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Attached Documents: 1. Ordinance Town Staff Recommendation: Town staff recommends that the Town Council approve an ordinance rezoning 1.7± acres, from Office (O) and Retail (R) to Planned Development-Retail (PD-R), located on the west side of Hays Road, 2,600± feet north of First Street. Proposed Motion: I move to adopt an ordinance rezoning 1.7± acres, from Office (O) and Retail (R) to Planned Development-Retail (PD-R), located on the west side of Hays Road, 2,600± feet north of First Street. Prosper is a place where everyone matters. PLANNING Item 5g TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, AMENDING THE TOWN’S ZONING ORDINANCE NO. 05-20, BY REZONING A TRACT OF LAND CONSISTING OF 1.743 ACRES, MORE OR LESS, SITUATED IN THE JOHN R. TUNNEY SURVEY, ABSTRACT NO. 916, IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS, FROM OFFICE (O) AND RETAIL (R) TO PLANNED DEVELOPMENT-RETAIL (PD-R); DESCRIBING THE TRACT TO BE REZONED; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (the “Town Council”), has investigated and determined that Zoning Ordinance No. 05-20 should be amended; and WHEREAS, the Town of Prosper, Texas (“Prosper”), has received a request from Childrens Lighthouse (“Applicant”), to rezone 1.743 acres of land, more or less, situated in the John R. Tunney Survey, Abstract No. 916, in the Town of Prosper, Collin County, Texas; and WHEREAS, the Town Council has investigated into and determined that the facts contained in the request are true and correct; and WHEREAS, all legal notices required for rezoning have been given in the manner and form set forth by law, and public hearings have been held on the proposed rezoning and all other requirements of notice and completion of such zoning procedures have been fulfilled; and WHEREAS, the Town Council has further investigated into and determined that it will be advantageous and beneficial to Prosper and its inhabitants to rezone this property as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendments to the Town’s Zoning Ordinance. The Town’s Zoning Ordinance, adopted by Ordinance No. 05-20, is amended as follows: The zoning designation of the below-described property containing 1.743 acres of land, more or less, situated in the John R. Tunney Survey, Abstract No. 916, in the Town of Prosper, Collin County, Texas (the “Property”), and all streets, roads and alleyways contiguous and/or adjacent thereto is hereby rezoned as Planned Development-Retail (PD-R). The property as a whole and the boundaries for each zoning classification are more particularly described in Exhibit A, attached hereto and incorporated herein for all purposes as if set forth verbatim. Item 5g Ordinance No. 16-__, Page 2 The development plans, standards, and uses for the Property in this Planned Development District shall conform to, and comply with 1) the statement of intent and purpose, attached hereto as Exhibit B; 2) the planned development standards, attached hereto as Exhibit C; 3) the concept plan, attached hereto as Exhibit D; 4) the development schedule, attached hereto as Exhibit E; 5) the conceptual elevation plans, attached hereto as Exhibit F; 6) the conceptual landscape plans, attached hereto as Exhibits G, and 6) the outdoor play space plan, attached hereto as Exhibit H, which are incorporated herein for all purposes as if set forth verbatim. All development plans, standards, and uses for the Property shall comply fully with the requirements of all ordinances, rules, and regulations of the Town of Prosper, as they currently exist or may be amended. Two (2) original, official, and identical copies of the zoning exhibit map are hereby adopted and shall be filed and maintained as follows: a. One (1) copy shall be filed with the Town Secretary and retained as an original record and shall not be changed in any manner. b. One (1) copy shall be filed with the Building Official and shall be maintained up-to- date by posting thereon all changes and subsequent amendments for observation, issuing building permits, certificates of compliance and occupancy, and enforcing the zoning ordinance. Reproduction for information purposes may from time-to-time be made of the official zoning district map. SECTION 3 No Vested Interest/Repeal. No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 Unlawful Use of Premises. It shall be unlawful for any person, firm or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm or corporation to construct on said premises any building that is not in conformity with the permissible uses under this Zoning Ordinance. SECTION 5 Penalty. Any person, firm, corporation or business entity violating this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Two Thousand Dollars ($2,000.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it pursuant to local, state and federal law. Item 5g Ordinance No. 16-__, Page 3 SECTION 6 Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7 Savings/Repealing Clause. Prosper’s Zoning Ordinance shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 Effective Date. This Ordinance shall become effective from and after its adoption and publications as required by law. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 8TH DAY OF NOVEMBER, 2016. ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 5g Item 5g -Exhibit B- Childrens Lighthouse Statement of Intent and Purpose The applicant intends to develop a child day care center. The proposed child day care center is currently planned to be approximately 11,120 square feet. A modification to the play space regulations of the Town’s Zoning Ordinance allows for the proposal of 15,302 square feet of outdoor play space. Item 5g -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.1 Except as noted below, the Tract shall develop in accordance with the Retail District, as it exists or may be amended. A.2 Development Plans 1. Concept Plan: Development shall be in conformance with the attached concept plan, set forth in Exhibit D. 2. Elevations: Development shall be in conformance with the attached elevations, set forth in Exhibit F. 3. Landscape Plan: Development shall be in conformance with the attached landscape plan, set forth in Exhibit G. 4. Outdoor Play Space: Development shall be in conformance with the attached outdoor play space exhibit, set forth in Exhibit H. A.3 Uses. Uses shall be permitted in accordance with the Retail District with the exception that only the following uses shall be permitted by right: 1. Child Day Care Center. A.4 Regulations 1. The outdoor play space shall be permitted to have dimensions less than thirty (30) feet, as shown in Exhibit H. Item 5g I ' I ' I • I I I' I . I' I I I' I ' I I I ' ' I I' I ' ,L •. -.. -.. -. ---------------. -.. -• ·-.. -. --. ·-.. -.. ----. --. ------. -· --. --.• -·. -.. -. ·-. ---. I DAN CHRISTIE ANDKATHY CHRISTIE DOCUMENT NO. 20060510000630300,O.P.R.C.C. T. n_ RR FNT 7.0NJNC. Sf-15 �INGLE FAMILY ll_;RR.EN l LAND U/o,E OHKF RU[l.DfNG fLTURE LAND USE RETAlL AND '\"ElG!"lBOR:--!OOD SERVJCf:.S ----·--1 BF·GBT NORTH PRESTON VILLAGE LPC/0 BRETT BRANTLEY DOCUMENT NO. 20160801000qq5680,O.P.R.C.C. T. LINE LEGEND: _,,_,,_ PROPERTY LI NE• DRAINAGE FLOW �� PROPOSED WATER LINE-----ROAD CENTER LINE --PROPOSED STORM SEWER--PROPOSED STREET -610--EXI ST ING CONTOUR LINE""10-PROPOSED CONTOUR LINE---BUILDING SETBACK LINE---DRAI NAGE EASEMENT - - • ORA I NACE O IV I OE L I NE --ROW / LOT LINE W"@ EXI ST ING WATER FAUCETEXISTING FENCE t� EXIST I NC POWER POLE -----EXI ST ING PAVEMENT ... PROPOSED FIRE HY(.IANTa PROPOSED WATER METER •-• • • PROPOSED SEWER ;'.. --------. --. -. --·. -----. ----------------------·;-----· --. -·. --· ----------------------.. -----·----------------- I ' II I I I I I I I I I I l II ' II I I I I I II I II ' I II I • ,,•• ,.._ I I r-.J I I '\ I . ; I -1-, ' .. ' 'f I ' I I I : 'I I: I I t : II I . ' i•',, ''ft I ' I 1---- I I' I I 1 ./\· �:""--,�, f/:,:., ,.,,_ -t . -�: ""' .... --r·-f··-··-··-··------------� --·- ' , ' I , I I I ' I ' I I ' I . ' I ' I . I I I j ; I ,..... . ' I ' I ..._ I "J . ey I I h R Tun ney Sutv II J'° :.b �tract No. �;16 I >,. I I I �� I CUR.REKT lOl\[)'.G I _...a R-RITA!L I I CURREXT LA "\D LlSE J CONVFNfENCE STORE' f / II) / / I ,1 I I � I I � I neY surveYJohn R. Tun 9\6 Ab stract No. C\.JRRF"iT 7():-.;lt,.(i 0-O[,F!C[ CllRRE1\T LA"ill US� VACANT I .k' I I f I I I / ..... ...__ / REQUESTED ZONING LIMIT --.___ � ' 6' Wli:OU�li:ON I ..._-.... _ i ff.NCt AROUNO Pi.-AY(,li:OUN I I I I I �. .' WI l(.NOX OOXf,!, ON (,Aff.6 I..._ I / JNTER�LOW �OMMONS, LLC f,Xl6f1N(, DOCUM�NT NO. lcoN����:Nce:z0/s0112,0 00038q 40, ..... ....J -- /... /0.P.�.C,C.T. .......... ..._ I i '-..../ ' ACCESS, UTILITIES/ ANDSIGN EASEMEN1' DOCUMENT NO./ 2010092900104'3�80,0.P. R. C.c; T:.I ,I I ' I !-------' . ---I / I I I #' �. : I I • J• I I I I Ln/ ,• I I f"'I f :' :• 1 -;fi . --,._ I:' : ,' t;} K;. --:i +-_/0: -----..� . . N89°22'00"E 1 I I 1' 0\ " .;:.--,--,v.----,,;....--·-·-•-·....---...-............-i ....... � I . Jve.li:HtAO f.1.-ilCfli: IC 15' 011:A I NA(,t f.6M1' r AIP•X'1"9"f-lm,-4�1J.6 -_ f i 1'0 Of. li:f:MOVf,O -----fYPICAI--1--,- I I I I Q I I I 1 .,,,.., r.J' , I !I 1.-6 C> a, V OAYGAli:t f'ACll.-11'Y61 N(,i,J 5f01i:Y I I , 120 61' Hf.AO IN 6fAl.-i.-5 CJI i • > ' 7' ClJRRE"",T ZONING RETAIL c:t,'RRENT l.Al\D USF TR.EErARM: FUTURE LAND USE: R£'U..IL.A}TD NE1GHB0RH00D SERVICES rr=-.· �� '.,SI Iov� .J,, \/J� 2' PAii:((. I N(, ! Q"'t-OVtli:HAN(, 1.-6 __ ..a.. ___ -- 2't' I' I li:iL.ANi, AQtt:�6 ANO U1' 11, J .'l'Y t.A5¢M¢N1' : ,' I C---t/ • I '..J - - -,. , fQ ,.!':"ti C ' , r --, · · --..-1.-----�-..,..;....,....;.... ____ ...a._�----,r-= ,/ lf:--.. �-tj : ( � �--f::�-=-=-=-l-:::-:j.=-=-=--=rr5·-i..ANC5?:'UC;l'f�;;c-�--=== ------1'r"===========-=-- � -,' ,'1...� ;. -.J.. .i. ·-··- • ·-··-··-··-··-··-··-··-··-·�··-··-··-··-··-··-··-··-··-··r··-·· -----7;· ··-·7 ····] ·" ···· ............................. ···················;;:·;;,;; ·;;;� ,.,;, ""' '""'"" '" S89"22'00"W : 788.89' fli:Af'f' IC CAI.-M IN(,06VIGII · fYP NO !>Pf.f.O OUMPS 61111 NOff. 21 MAINffNANCf. RAMP ,' ! I ,' i J WATER METER SCHEDULE ' /�"'t-1 __ 2 _0_· _6_A _N _l _f A_li:_Y_6_f_w_e_11:_-._6 _Mf_ TYPE SIZE NUMBER SANITARY REMARKS I I I' I i I I I / I I I I I GENERAL SITE PLAN NOTES SEWER DOMESTIC 1" 1 . PROPOSED 6" IR RI GATIO N 1" 1 • PROPOSED NA ANY REVISION TO THIS PLAN WILL REQUIRE TOWN APPROVAL ANO WILL REDUIRE REVISIONS TO ANY CORRESPONDING PLANS TOAVOID CONFLICTS BETWEEN PLANS. I, DUMPSTERS ANO TRASH COMPACTORS SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE.2. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCOR� ·,NCE WITH THE ZONING ORDINANCE. 3.OUTDOOR LIGHTING SHALL COMPLY WITH THE LIGHTING ANO GLARE STANDARDS CONTAINED WITH THE ZONINGORDINANCE ANO SUBDIVISION ORDINANCE. 4.LANDSCAPING SHALL CONFORM TO LANDSCAPE PLANS APPROVED BY THE TOWN. 5, ALL ELEVATIONS SHALL COMPLY WITH THE STANOAROS CONTAINED WITHIN THE ZONING ORDINANCE. 6. BUILDINGS OF 5,000 SQUARE FEET OR GREATER SHALL BE 100% FIRE SPRINKLED. AL TERNATJVE FIRE PROTECTION MEASURES MAY BE APPROVED BY THE FIRE DEPARTMENT. 7, FIRE LANES SHALL BE DESIGNED ANO CONSTRUCTED PER TOWN STANDARDS OR AS DIRECTED BY THE FIRE DEPARTMENT. B. TWO POINTS OF ACCESS SHALL BE MAINTAINED BOR THE PROPERTY AT ALL TIMES. "I. SPEED BUMPS/HUMPS ARE NOT PERMITTED WITHIN A FIRE LANE. 10, HANDICAPPED PARKING !IIREAS ANO BUILDING ACCESSIBILITY SHALL CONFORM TO THE AMERICANS WITH OJSABILITJESACT IAOAl AND WITH THE REQUIREMENTS OF THE CURRENT, ADOPTED BUILDING COOE. 11. ALL SJGNAGE 15 SUBJECT TO BUILDING OFFICIAL APPROVAL, 12, ALL FENCES ANO RETAINING WALLS SHALL BE SHOWN ON THE SITE PLAN ANO ARE SUBJECT TO BUILDING OFFICIAL APPROVAL. 13.ALL EXTERIOR BUILOLING MATERIALS ARE SUBJECT TO BUILDING OFFICIAL APPROVAL ANO SHALL CONFORM TO THE APPROVEDFACADE PLAN. 14, SIDEWALKS OF NOT LESS THAN SIX (6'1 FEET IN WIDTH ALONG THOROUGHFARES ANO COLLECTORS ANO FIVE <5'> IN WIDTH ALONG RESIDENTIAL STREETS,ANO BARRIER FREE RAMPS AT ALL CURB CROSSINGS SHALL BE PROVIDED PER TOWN STANDARDS. 15.APPROVAL OF THE SITE PLAN 15 NOT FINAL UNTIL ALL ENGINEERING PLANS ARE APPROVED BY THE ENGINEERINGDEPARTMENT. 16.SITE PLAN APPROVAL 15 REOUJREO PRIOR TO GRADING RELEASE. 17. ALL NEW ELECTRICAL LINES SHALL BE INSTALLED ANO/OR RELOCATED UNDERGROUND, IB. ALL MECHANJNCAL EOUJPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE. J"I, IMPACT FEES WILL BE ASSESSED IN ACCORDANCE WITH THE LAND USE CLASSJFJCATJON<Sl IOENTJFJEO ON THE SITE DATA SUMMARY TABLE;HOWEVER,CHANCES TO THE PROPOSED LAND USE AT THE TIME CO AND/OR FINISH-OUT PERMIT MAY RESULT IN AOOITIONAL IMPACT FEES AND/OR PARKING REQUIREMENTS. 20. ALL DIMENSION ARE TO BACK OF CURB 21, TRAFFIC CALMING OEVICS SUBJECT TO STAFF REC, AT TIME OF FINAL SITE PLAN. . \EXHIBIT D.DGN 9/13/2016 114543 AM ---D CURREJ,;T ZO:,..'D\G SF-15 CURRENT L\ND LSE S!Nrn I' FAMILY RFS!Dl-'NrF HJ I Ul{f-'. LAMJ U�E: RETAIL AND NEIGHBORHOOD SERVJCES BLUE STAR LANO, L.P.VOL. 4421, PG. 1264,D.R.C.C.T. Cl RADIUS =30.00' ARC LENGTH =25.79' DEL TA=49.!4'46' CHRD. BRNG.=SGG%24'18'E CHORD =25.00' C2 RADIUS =100.00' ARC LENGTH =36.83' DEL TA =21'06'10' CHRD. BRNG.=S52%20'00"E CHORD=36.62' PA!i:Al.-1,fi, 61' ACf.!>Mt,ASUli:11 0' X22' fYPIGAI.-I 'I' WI Of X I 5' Of.fl' INff.li:NAi, SIN(,i,f, OUMP6ff.li:i.-OCA1'10N W/ 0' WA60Nli:Y 5Cli:tfNIN(, WAl.-1.-fO MA1'CH OUII.-OIN(, f'ACAOf. W/ Mf.fAI, (,A ff,6 ANO 50' 6f.li:V I Ct 1.-ANfD BLOCK A, LOT I -CHILOREN'S LIGHTHOUSE PROSPER AODITION I, ZONING: EXISTINCI R -RETAIL 2, PROPOSED USE: DAY CARE 3, PROPERTY AREA: 66,428 SF -1,53 ACRES (1,66 ACRES CROSS> 4, BUILOINC AREA: 11,120 SF 5, BUILOINC HEIGHT: I -STORY -33' 6, LOT COVERAGE: 16, 7% F.A.A. • .17:1 7, PARKING REDUIREO: 1 SPACE/ID STUDENTS (216 STUDENTS> • 22 SPACES+ I SPACE/TEACHER 115 TEACHERS> = 15 SPACESTOTAL = 37 SPACESHANOICAP REQUIRED I ACCESSIBLE/25 SPACE PROVIDED = 2 ACCESSIBLE 8, PARKING PROYIOE01 36 SPACES+ 2 ACCESSIBLE • 38 SPACES 9, INTERIOR LANDSCAPE REOUIREO: 15 SF/PARKING SPACE = 570 SF INTERIOR LANDSCAPE PROVIDED: 58,370 SF OPEN SPACE REOUIREO -7% TOTAL AREA = 4,650 SF OPEN SPACE PROVIOEO = 10,681 SF 10, TOTAL SQUARE FOOTAGE Of lll'ERVIOUS SURFACE: 34,287 SF 11, PLAY AREA REOUIREO = U,040 SF PLAY AREA PROVIDED PLAY AREA WITH DIMENSIONS GREATER THAN 30 FEET = 11,845 SF PLAY AREA WITH DIMESIONS LESS THAN 30 FEET = 3,457 SF TOTAL PLAY AREA PROVIDED = 15,302 SF NO PORTION WITHIN THE OF THIS SITE IS LOCATED 100 YEAR FLOODPLAIN AREA 600 HAYS ROAD LLCDOCUMENT NO. 20150q14001163560,O.P.R.C.C. T. CURRF''/T ZONI:-iG PD-58 PLA�NED Dl:VELOFMENT BASED ON OFFICE CURRENT L!l,ND ·csE EXISTING MAJ\iUFACTURTNG FUTURE LAND USE: LOW m,NSl t·Y RESIDENTIAL 0 3 Prosper 0J 1st Street DALLAS MAPSCO 256M VICINITY MAP NOT TO SCALE N 10 20 30 ., 50 90 ------SCALE IN F"EE TSCALE: 1 n = 30' Ul.-flMAft HAY6 li:OAO Cli:066 6fCf I ON · ,1' 0 · 0 S00°45'40"E 155.85' < DEED• S01 •05'53"E · 155.85' > r------1I -r-.. -------. ---------_ 1 ________ _ ' LOT 1, BLOCK A EDGEMON ADDITION VOL. P, PG. 378, TOWN M.R.C.C.T. OF PROSPER CASE •216-0020 CURRENT ZONINL: A-AGRJCULTLRE (:lJRRE\T I .AND USE CONSTRUCT!0:'-1 YARD FUTURE LAJ\D USE: LOW DE"IS[TY RESIDENTIAL OWNERS: MA REALTY SERVI CES, LLC3116 CROSSR IDGE DR IVE MCKINNEY, TEXAS 75071 INTERFLOW COMMONS, LLC 1304 W, WALNUT HI LL LANE, STE 212IRVINC, TEXAS 75083 ENGI NEER/APPL ICANT: HELMBERGER ASSOC I ATES, INC,1525 BOZMAN ROAD WYLIE, TEXAS 75098 MR , RANDALL T. HELMBERCER, P,E, < 972 l 442-7459 EXHIBIT D CHILDREN'S LIGHTHOUSE LEARNING CENTER 1.7430 ACRES JOHN R. TUNNEY SURVEY.ABSTRACT No.916 COLLIN COUNTY -PROSPER, TEXAS TSP£ 1111 HELMBERGER ASSOCIATES, INC.:a�f-�� CIVIL ANO ENVIRONMENT AL ENGINEERS el� 90ZIUN RO#IO, WYl.1( TEXAS 7� 1972) 442·7459 DESIGN CRAWN HELM. CAOO DATE JULY 2016 SCALE NOTES 1"•30' EX..ilT D FII.E 15 46 NO. c, Item 5g -Exhibit E- Childrens Lighthouse Development Schedule It is anticipated that the construction of Childrens Lighthouse will begin in the winter of 2017, with a completion date of summer 2017. Item 5g Item 5g ' •- ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ........... ----.... - ' ' ' ' ' •- ' ' ' - ' ' - ' ' ' ' ' ' -' ' ' ' "' CT) ' ' ' ' ' ' ' ' ' ' -- .,' W -,r , ' ' ' ' ' ' --- ' '' ' ....... --.... --... -.;·...,,_ _____ , ___ ....,._ .,.. � --- --=-... -=---::.--=---=---=--�---��- --- ' ' ' ' ' • ' ' '' ' TREE SPECIES CALIPER PROTECTED TREE # (INCHES'1 (Y/N) 1 HACKBERRY 14 N 2 BOIS DARC 20 N 3 HACKGERRY 30 N 4 HACKBERRY 15 N 5 HACKBERRY 13 N 6 RED c;.:;oAR 7 N ' BOIS DARC 45 N 8 HACKBERRY 18 N 9 HACKBERRY 15 N 10 HACKBERRY 10 N 11 Hf\C KBERRY 28 N 12 WILLOW 14 N 13 WILLOW 18 N 14 HACKBERRY 8 N 15 HP..C KBERRY 56 N 16 HACKBERRY 14 N 17 BOIS JARC 14 N 18 HACKBERRY 22 N 19 BOIS :)ARC ' N 20 H,'I.C KBERRY 14 N 21 HACKBERRY 6.5 N 22 I IACKBERRY 10 N 23 HACKBERRY 5.8 N 24 rlACKBERRY 11 N 25 -IACKBERRY 6 N 26 .-JACK BERRY 7 N 27 HACKBERRY 7 N 28 ELM 5.5 N 20 HACKBERRY 6 N 30 HACKBERRY 22 N 31 '-IACKBERRY 8 N 32 ,--J ACKAFRRY 18 N 33 ---l ACKBERRY 8 N 34 rlACKBERRY 15 N 35 rlACKBERRY 12 N 36 RED BUD 6 N 37 SOAP BERRY 12 '{ 3B SOAP BERRY 6 N 39 HACK�E:RRY 7 N 40 ODIS DARC 18 N 41 HACK AFR RY 16 ' 42 HACKBERRY 22 ' 43 HACKBERRY 9 N 44 HACKBERR'r' 15 ' 45 HACKBERRY 12 ' 46 HAC�BERRY 18 ' \Landscape dgn 7129/2016 9 07 01 AM ' ' ' ' ' ' ' ' ' -----'I 'I '1 "'""' .... "' j1 G;,1 -------------·.•:;;:'' ..... __ 1• \ - - -- -... .. <I 1 I '/ \ !l \ I /, \ \ ,t I l 1 :g,,. j r-..,_,... . .._,._!_ ------......t ' .----.. .._ I \ , 1 1 I --------.., \ I '-, '('-� :: :: : : =-::: _-_--_-_-: -:�::::: �� :: : _-:--=-------------�-�-': _--: �:::::::::::: =�=: :-_-_-_-_-_-_-_-_ -_-_--' ' I --. -•• -----------------------------75 7 , -----::---"'-• -................. __________ ,,,____ ----------------------............-------- -- ____ ,..;.�a---_-_--------765 '----------------------------6-A'· -- BF -GBT --- . -.L _I --)1"£5 ___ _ ! ' I I I I I I I I l I I ·-\ ' -' -- ------ ' - / ' --' -. ' --. -----,:.---- -' ' ' ' ' ' -' ------ ------- I ' . . ..·, ' ' •,. J __ _ - - --_Jt��----- ' ---- ' ' \ ' --. NORTH PRESTON VILL AGE LP C/0 BRETT BRANTLEY DOCUMENT NO. 16080 1 000qq5590, ,:, . P. R. C, C. T . --- _______ ... ,, , , , ,, , ' I ---· 756 ' -_-----------, ---' ,,-, �--.. -,,,-,.--r-�----x-,.--_,----....,,.---y---<-.,-"-��\�,---(--.,-�'j-'1 --,--,-,,,-,:;-,:�--c ( ., ' ' ' ' -' \. Aesthetlcs: As an integral pmi oftbe Town of Prosper, fl detention ba::iln nc::ecls to hknd into the landscape ar.d into the corrummlty. Simple y et incxrc:is\ve rne,mues, such as gGntle side sk1pt:s, plantins of trees _3 �lci ( slnubs, am\ other landscaping fearnres .:an tnmsfonn the detention facility " )· i nto an 111trnctive mnetllty for th� neighbmhood \ _ ·� )-�,__. _, _, _A >. • � _;-,_)�_) _____ :., _),,_J._,>�.J --' _.,;.. ___ .,_;,. ---·-A->---�-./ ----7 5 4 , ___ , \ '' '' FL FL 32 " ?4 " ' ' REMOVED CONDITION OF TRFF I --·--(YIN) COM\1ENTS y POOR y FAIR: y GOOD y POOR y POOR y GOOD y CLJS 1 1::::H y POOR y GOOD y POOR y GOOD V FAIR BROK;::N l:MBS y FAIR BROK;.:;N LIMBS y POOR y CLUSTER y GOOD y FAIR y GOOD y GOOD y GOOD y GOOD y GOOD y GOOD y POOR y POOR y POOR y POOR y GOOD y POOR y FAIR y GOOD y '3000 y GOOD y GOOD y FA!R y GOOD y FAIR y GOOD y GOOD y POOR y POOR y POOR y GOOD y POOR y POOR y POUR .----- LA�DSCAP[ NOTES: Grass to be I !ydromu kh Uennudr1 or solid <iOd -1-10 Bermuda. Chc:cl,.: 'k ith the Town of Prosper to determine how to apply turf grass during wctter rcstricti ,�,m All landscape areas are to be watered by a full.'· automatic irrigation system including rain and freeze sensors as pe1· Town of Prosper and TECQ codes. Grass and bed areas are to be ,;;eparatecl h) 1-1-gauge metal edging. Contrartor i,;; to nrif.'' plant material quantities and notify o\\-ncr of any conflicts. lkd prepc1rntion <shall CLrns,st 0f incc1rporating or,c -I cuhic foot hale of spagnum peat nwss and one 3 cubic foot hflg of land:;;capcrs mi, per 75 sq. ft. into rh.: top :;ix inch-:s of existing s11il. All plant materi;i! shall meet American "l\ur:-ci) Standards for hciu:ht and \\idth in each container size. With :he exceptirm of ground cm·er hcds. all rlanr material .�hall be mulc hed with r of cedar mukh (minimum) l:'.Yc"epl W111rfrgre,�n Rornoml, which ,,eeds .r radiu� clearance free of mlllch or soil O\'er surface roots. or �tern rot ma)' occm Trec"i shall have a rom ball of a minimum of l O inches of dimnctcr for euch inch of caliper. Contrnct0r shall be rcc;ponsihk for locating all utilitic:-, and obtaining permits as r?quired by Town of Prosper LANll,C4'Pl'IG REQUIREMENT,: I .111in�cape Perimeter J l11ys l{rnirl: l :'i S.X5 · 1: I-i" c"alirer l:-1rge tree ,-rnd I"-_.;; gallon sh:·uhs rc1· _-:;o linear fol't of ',trcct frontage) l rees Ree:uired l rees I-'rov1ded: Shrubs Require�� Shrubs P1·0\·irled· North· 315.84' c:;· huffe 1· I "nrnll tree and Small l rees Hequire-;-J · Smal_l I'rees Pro\ ided: Shrub<; Hequire�,· Shrubs; Provided: I-_") gallon sl,ruh per 15 ]!near feet) South: ]2.t 17" (5" huffe-, 1 "mall tree ;m d I-_.;; gallon shrub per 15 lincor feet) Sm.111 Tree;__ Re:;11ired Sm<1 I I Tree� PrO\ 1ded:(lldded 17 to we,·t end drive area; Shrubs Required· Shrubs l'rovidd· West: 178.84' (5. buffe r. ! sm11ll rree cmd I-'i gallon ,;\m1h per 15 linear 1Ccr) Small Tree,; Required Sma1 I rreec; T'rov1rleo· Shrubs Required· Shrubs l'r0\'1ded· P,-1r� 1ng Lot �cre·.:ning: 1-'rovided lnter·im i'arking Lot: -18 <;paces (15 s.f space requir<:'d. �70 s.f hmd�crlping1 6 [ 78 78 21 21 21 21 20 22" 12 12 12 12 Requireci· 570 s.f !'rn\ ickci S 70 5.f. No I ree fi,rther than I �O linear teet fro m u rarking -;pace rrr1\ ided Hu 1ld i11g Landscaping: r,.. .-A ____________ heinc;; a J .and�cspc Architect or Arborist attest that the idr:11t itlcation and si?t� of tree� identified on this survey !lre correct and that all Protected Trees have been shown. Date: TOWN OF PROSPER NOTES MAINTENANCE: The owner. tenant and/or their agen!, if a1y. shall be jointly and severa lly responsible foe 1he maintenance of al! landscaping required by this Ordinance. All plant material shall be perpetually maintained in a healthy and growing condition as is appropriate for the season of the year. Plarit materials tl"la; die shall be replaced by property owner. tenant ·:::r agent with plant material of similar variety and size, within thirty (30) days of notification by the Town or a date appraved by the Town 1) Plan1 material shall be tl".easL.areo and sized according :o the latest ed i tion of the Texas NL.:rsery & Landscape Association (TNLP.} Specifications, Grades and Standards. 2) AU plant substitutions are subject to Town approval and must be specifies on the approved landscape plan 3) All turf areas to be established prior to the Celiifica!e of Occupancy, unless otherwise approved by ths Town 4) Ground covers used in lieu of tJrf grass must provide cofllplete coverage within one \1) year of planting and maintain adeouate coverage as approved by the Town. 5) Trees must be planted four feet (4') or greater from curbs, sidewalks, utility !i-1es, screening wa!1s, and/or other structures. The Town has final approval for all tree placements 6) Tree pits shall have roughened sides and be two to three times wider than the root bali of the tree in oroer to faci!Jtate nealthy roo1 growt;i 7) Tree pits shall be tested for water percolation lf water does not dram out of tree pit witr in a 24-hour period, the contractor shall provide berming, or devise alternative drainage. 8) Trees shall 110! be planted deeper than the base of the ·'trunk flare" 9) The tree pit shall be backfilled with nai:ive topsoil free o7 rock ar,d other debris. I 0) Burlap, twine, and wire baskets shall Je loosened and pulled back from tr.e uunk of tree as much as possible. 11) Trees shall not be watered to excess that results in soil saturation. If soil becomes saturated, the watering schedute shall be adjusted to allow for drainage and absorpt:on of the excess water 12) A 3-4" layer of mulch shall be provided around the base of the planted tree. T'le mulch shall be pulled bac,< 1 -2" from the trunk of the tree. 13) No person(s) er entity may use improper or malicious maintenance or pruning tec'l niques which wourd (ikefy !eao to the death of the tree. Improper or malicious techrnques inciude, but are not limited to topping or other unsyrnmetrica trimming of :rees, trimming trees with a backhoe, or use of fire er poison to cause the death of a tree ':4) Topsoil shali be a m:rnmJm of 8 inches in deptl1 in planting areas Soil shaF be free of stones, roots, and clods and any other fore ign materlal that is not beneficiai for plant growth. 15)All plant beds sr.a!I be top-dressed with a minimum of 3 inches of mulch.16) Trees overhanging walks and parking shall have a minimum clear trunk height of 7 feet Trees overhang;ng public street pavement drve aisles and fi'e lanes shall ha1Je a minimum clear trunk height o< 14 feet 17) A visitiillty triangle must be provided at all intersections, w!-iere shrubs are not to exceed 30 inches in height and trees shall have a minimum clear trunk height of 9 feet. 18) Trees pianted on a slope shall have the tree well at the average grade of slope 19) No shrubs shall be permitted within areas less than 3 feet in width All beds less than 3 feet :n width shell be grass, groundcover, or some type of fixed paving. 20j Toe owner, tenant. andlor their agents, i{ any, shall be jointly ar>d se•,erally responsible for the maintenance, establishment. arid permanence of olant matenat. Al! landscaping shall be maintalne::: in a neat and orderly manne� at all times This sha!! include, but not limited to, mowing edging, pruning, fert.ilizir,g, watering, and other act1v1 ties necessary for the mainterance of landscaped areas. 21) AH plant material shall be malrtained in a healthy and growing condition as is appropriate 'or :he season of the year. Plant materi al that is damaged, destroyed, or removed shall be replaced with plant matenal of similar size and variety within 30 cays unless othe:wise approved in writing by the Towr of Prosper 22) Landscape and open areas shall be kept free off trash, litter. and weeds. 23/ An automatlc irrigation systerr shall be provided to irrigate all landscape areas 01.1erspray on streets and walks is prohibited. A permit from the bui1dirag inspection department is required for each irrigation system. 24) No plant material shall be allowed to encroach on right-of-way, sidewalks or easements to the e>.1ent triat the vision or route oftravel for vehicular, pedestrian, or bicycle traffic ,s impeded. 25)No planting areas shall exceed 3:1 slope. 3' horizontal to 1' verticaL 26)Ea:1hen berms sha'I 101 include construction debris. C:-ntractor must correct slippage or damage to the smooth finish grade of the berm prior to accepta:,ce 271 All walkways shall meet A.DA and T.A.S. requirements. 28) Contact Town of Prosper Parks and Recreation Division at (972) 346-3502 for ;andscape inspection. No:e that landscape installation must comply wlth appro'-ied landscape plans prior to final acceptance by the Tow., and/or obtai,1ing s Certif1 cate of Occupancy. 29) Final inspection and approval of screening walls, irrigation. and landscape is sucject to all public utilities, including but not limited to manholes, valves, water meters, c1eanouts, ano other appurtenances. to be access;ble. adjusted to grade, and to the Town of Prosper's Public Works Depertmenl standards 30) P r i o r to calling for a landscace inspection, contractor is responsible for mark·ng a:I manholes, valves, water meters c•eanouts, arm ·Jther utility appurtenances with flagging for field verificat;or b/ the Town PLANT # DBH DYf- CFF DTS GL CM YH LO BC ��p I. I I I I I I I I ,, ' ' ' '' ,, ' ' ' ' ':' I ' ' I •' ' :, I sl) :� I I 'I : ' : ' ' I ' I I I I LINE LEGEND : • -··-••• PROPE RTY L I NEDRAINAGE FLOW PROPOSED WATER LINE -·-·-ROAD CENTER LINEPROPOSED STORM SEWER ��PROPOSED STREE T "D , : Pr-osper-Tr-oil J 1st Str-eet • I ! I i-. ·-•I .l. --· -� .. .l. ---. --• ----•• - " . - • • - • --· ·-•• • I J • I -610- -EX 1ST ING CONTOUR LI NE '"'liTO-'-'" PROPOSEU "'COl'lTOIJR"" l: 1 NE"---BU ILDING SETBACK LINE DALLAS MAPSCO 256M i 1' . I . ,, - - -ORA I NAGE EASEMENT VICINITY MAP i ,1. ,, - -• ORA I NAGE O I V I OE L I NE•I ��ROW I LOT LINEI I . •, !/1i I • ' I • ; I NOT TO SCALE I, I % ''I I • I ;__.-S00 °45'40"E 155 .85' N �: ( DEED : S0 1•05 '53'E 155.8 5' l• I I\ ! I f \ - I :I. I . I. I ,: I ' > I I \ I I I I 'I I I ' I ' I ,, ' ' ' CONCRETE CULVERT FL 32' CMP -763 .03' HIGH PO INT I I ···{ I I I l I I I I 7:../. I . . I • I I I I I I I ' ' , • '1 ' r-1: :' I I: SELF STORAGE , VOL . 5081 , PG . J: ' ' I D.R .C.C. T •, ,, •,,,,, ,, ,• ,I' \ ' I ,, , ' J: I: I t: I 1: I ' -, ,,_ . -- CONCRETE CULVERT FL 24 " CMP -762 . 70 ' Point of Beginning "X" CUT FNO . ELEV . ·765 . 79' P! ANT NAM[ SIZE SPAC ING HEIGHP Dwarf Burford HollvJllex cc,rnuta t.urfordi'· 5 "SI Dw°si"rf yuo.Jn Holl·J -'11:x vomitoda nana·1 , ca C�inese F-inoeflower (lo1out::·.a1um "Pu-nle diamond''\ 3 nai Dwarf ·iexas Saoe I Leucoo1VIIL!fo frutew:e11s) Giant Lm one (L1rione ninantal Cra"e M"rt e {Laoerstroe m1a !us a tuscorora) · V;iu"'"'n I ·oilv (llex vorntor:a) Live Oa� IOLe·cLS viminiana1 Bald C"nress fTa,;odiur,, d1st1chum' Chim,1»!:l Pisrtachio ((P .. <,tada chinersisl He1gr-t at tr-r,e o! plan:1ng tJ . t·� f::;.r rrn !i tJa'.ion WATER METER '.3 nal f;:;al 3D :,al 3J ca 3" cal 3'' cal 3' cal SCHEDULE 3E" 24· 36 14 36' 1L' 36" 1 4"' 18" 1 2" All 7-8' Ail 7.e' NI 12' A/I ,,. A/I • 2 ' 1 ---- 1 I rNc,r--..J 345�, I I I I I I I 0 5 10 15 ,o 30 •o---60 ----SCALE IN FEET SCALE : 1 " = 20' L------- QUANTITY 3B 70 54 46 1 4 36 3 17 1 """. Vff' !>1 f.:!-bl£.. w 1ft � (�. ' TOWN OF PROSPE R CASE •Z16·0020 OWNE RS : MA REAL TY SERV ICES, L�C 31 16 CROSSR IOGE DR IVE MCK INNE Y, TE XAS 75071 INTERFLOW COMMONS, LLC 1304 W. WALNUT HILL LANE , STE 212 IRVING, TEXAS 75083 ENG I NEER/APPL ICAN T: HELMBERGER ASSOC IATES, INC. 1525 BOZMAN ROADWYLIE, TEXAS 75098 MR. RANDALL T. HELMBERGER, P,E, (972 1 442-7459 LANDSCAPE PL AN CHILDRE N'S LIGHT HOUSE LEARNING CENTER 1.7430 AC RES JOHN R. TUNNE Y SURVE Y, ABS TR1'C T No, 916 TYPE SIZE NUMBER SANITARY REMARKS COL LIN COUNTY PROSPE R, TEXAS SEWER DOME STIC 1" 1 -PROPOSED 6" IRRIGATION 1" 1 -PROPOSED NA 5HARP DESIGN DRAWN HELM. OAT£ JULY 2016 SCALE 75000 NOTES FILE NO. LANDSCAPE 1S46 L1 Item 5g Item 5g ' I ' I I' I 'I I. I I I 'I . I I ' . I ' . I I I ' . I ' . I I I I. I •I I . I . I ' I ' I i-.. -· ·-·. -.. -·. --. -.. -.. -.. -··-·. -··-. ·-.. -··-. ·-.. -. ·-·. -. --·. -.. -·. --. -.. -. --.. -. ·-.. -.. -· . -! I • , I DAN CHRISTIE ANDKATHY CHRISTIE DOCUMENT NO . 20050510000530300,O.P.R.C.C.T. CURRE?'>T ZO'.'.'TNG 'ff-' S S[l\:OT_ F FA \11 [ Y CURRENT LAl\D USc OFHC!c l:lLJL)JN(, fl;TURF I AND! iSF RHAJLAND NEICHBORHOUD :SERVI\. ES . ·-·-----------------··-··-··-:./ .. -.. -··-. ·-.. ----. --.. -.. --. -··-. ·-.. -.. --. -.. -· ,-.. -· ·-· --.. -·. --. -.. -·. -. I ' ,-.... ' I , I I ...... I / ')ey suf-veyt �nn R. runn 916 I I Abstract No. / I I ! I I CCRREJ\ T LO-"Jl�G .f R -RETAll I I CL.;RRFNT LA"iD LSl: j CO"-VE"IJES"CE STORE , I I I neY surv eyJohn R. TuntN o 916 Abstrac CURRENT ZO:\'ING 0-0FflCE Cl �RFNT I.AND \JSF: Y\CA"IT BF·GBT NORTH PRESTON VILLAGE LPC/0 BRETT BRANTLEY DOCUMENT NO. 20l50B0l0009955B0,O.P.R.C.C. T. LINE LEGEND: -------PROPERTY LINE--,� DRAINAGE FLOW �� PROPOSED WATER LINE- - · ROAO CENTER L I NE · --PROPOSED STORM SEWER--PROPOSED STREET -610--EXISTING CONTOUR LINE-610--PROPOSED CONTOUR LINE---BUILDING SETBACK LINE-- -ORA I NACE EASEMENT --• ORA I NACE O IV I OE L I NE----ROW / LOT LINE wr;,, EXISTING WATER FAUCET�� EXISTING FENCE Q EXISTING POWER POLE -----EX 1ST !NG PAVEMENT � PROPOSED FIRE HYDRANT• PROPOSED WATER METER -----PROPOSED SEWER CLRRENT ZONr-.:G RET,\.IL CURRE'.',IT LAND USE TREE FARM FL: UJ{E IANJJ USE: RETAILAND "iEIGHBORHOOD SERVICES . I I I I i I I i PLAY AREA WITH DIMENSIONS GREATER THAN 30 FEET r-+------- II II I I, I , , , I I , ,, ,' ,__ I I r-., ' I I' I --1--. .... ,f I ' I I I : I I ' I' I' I I I I ,· I I ,· I I I I I I-........_....._,' I I I -........_ I I I '·! /I I I NTERFli.ow doMMONS, LLC '-.... I OOCUM[NT NO. " L.../ 20/50] 1�00038940, / o.P.7.c.c. r. ',, I REQUESTED ZONING LIMIT . --- 1• ---------------- I I I I , , : , -,1 PLAY AREA WITH DIMENSIONS LESS THAN 30 FEET ' --------------.. -___,,,_ I I : , I I ., jl ' •I'-ft. I ' --- ,,,-,c1 / I ' --------- ACCESS, UTILIT·cs/ ANDSIGN EASEMtN"(l DOCUMENT NO.i 20100'l2900 l 0413�80, 0.P.R. C. c; T:. f ! I • _..,..-- ... _ I ,f ------, ' --..J .' ', .I , I 'cf-: . - -, ,,.�h. !;_!:.:'::::::1 _ +--',.'-_-_-_ _ -.. _ N89""2'flQ"P - / · --: v· -, -;,,_ _ _..._ .. _. _ _.,_��-..... �---. REQUESTED Z NING LIMIT , t_�! • I i' ,--, r---' EJ:;;,-�• I I I I ----------- II;_,�,· I -L ,'.__ _ '-...J --- . , _ -i--=.=:-==--=-=-=-=-==-==-==========-::::.a::-=---------------------,,.: .• : I / I =---r.:::::::------·r::·::'--L� I I I I ------- , -ii. ··-··-··-··-··-··-··-··-··-··r··-·· I i..':"'; ,. • -· ·-·· -··-· ·-•• -· ·-· ·-•• -· ·-·· -··-· ·-•• -·. -·· -··-. ·-•• -··-· ·-•• -• ·-•• -··-· ·-•• -· ·-··-•• -· ·-S89022·00 "W 788. 89'---� ---------··-.. -· -·····-··-··-··-··-·· ----- 146 SF " I I I I f ,' I I I /I I L ___ _J OD I I ' I . I . I I. I • I I I . I ' I I I I I I I I I I PLAY AREA REQUIRED = 14,040 SF PLAY AREA PROVIDED PLAY AREA WITH DIMENSIONS GREATER THAN 30 FEET = 11,513 SF PLAY AREA WITH DIMENSIONS LESS THAN 30 FEET = 3,789 SF TOTAL PLAY AREA PROVIDED = 15,302 SF CLIIB.ENT ZONING !,.f, J.) CURREl\iT LAND USE SIN GT .F FAMll Y lff.SIDF�CF FLTURE LA.i',D USE: RETAlL AND :,./ElGHBORHOOD SERVICES BLUE STAR LANO, L.P.VOL. 4421, PG. 1264, 0.R. C.C. T. D PLAY AREA WITH DIMENSIONS GREATER THAN 30 FEET ---- g• _ _i __ ___ ,..,.. __ -- I I ,,-.-� I - I '. ::.'. . .: .. '.' : .. ',: -·r--�-�-!""--·,. I Cl RADIUS=30.00' t.ZONING,EXISTING! R -RETAIL ANO O - OFFICE I I I I I I I \EXHIBIT H.DGN 9128/2016 1A4•01 PM ARC LENGTH=25.79' DEL TA=49'14'46" CHRO. BRNG.=S66%24'18'E CHOR0=25.00' C2 RADIUS = 100.00' ARC LENG TH =36.83' DEL TA=21'06'10' CHRO. BRNG.=S52%20'00'E CHORD=36.62' NO PORTION WITHIN THE OF THIS SITE IS LOCATED 100 YEAR FLOODPLAIN AREA I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I 500 HAYS ROAD LLCOOCUMEtH NO. 20150 ll 4001153550,O.P.R.C.C. T. CliRKENl LUNIJ',(j PD-58 PT A�Fn DF VF.LOPMFNT 13ASED ON ()f!'ICE CUHRl,XJ' LI', 'W USE EXISTrNG \1A;'/UFACTURING I'UTLRE Lt\ND LSE: LOW DENSJTY RESTDfJ\iTIAL - I !--. +----:i,--- • ---·-. --· ---------. ----• ---• ----• --•• ------ •I I I I I I I I • : • S00°45'40"E 155.85' �<DEED• 501•05'53"E · 155.85' l -I - I - I --I -I -I - I • I -r,: I 1; I 1: ' 1: LJ: I \ . \ : ' . �- r-- HIGH POINT _JSELF STORAGE, INC.fVOL. 6081, PG. 346�, D.R.C.C.T. I CUR"RF"fT 7'.0NThlG A-AGRICULTURE Cl'.RRENT LAND USE STORAGE FAClLlTY FIJTIJRF LANO lJSF LOWDENSJTY R!::SlDEN I !AL I I I L ___ _ "O , S Prosper T re1 l J 1st. t.:.. t.l"'eet. CALLAS MAPSCO 256M VICINITY MAP NOT TO SCALE N 0 10 20 30 45 •o 90 ------ SCALE IN FEET SCALE: 1 " " 30' II Hp1 ... .,.I • I I • I I I .. I : / I I I I I ( ,------ I I I I I I : r-I I I I I I ,-J : I L l--·-'··-··-·T··-··-··-··-··-··-··-· --·------ LJT I, BLOCK A EDGEMON ADDITIONVOL. P, PG. 378, M.R.c.c.r. CUKRbN l ZONINU A-AGRICULTURECURR FNT I AND liSE CONSTRUCTION YA.RD FUTURE LAND USh: LOWDE!\SlTY RE<;JOENTIAI TOWN OF PROSPER CASE •216-0020 OWNERS: MA REALTY SERVIC:S, LLC3116 CROSSRIOGE DRIVE MCKINNEY, TEXAS 75071 INTERFLOW COMMONS, LLC 1304 W. WALNUT HILL LANE, STE 212IRVING, TEXAS 75083 ENGINEER/APPLICANT: HELMBERGER ASSOCIATES, INC.1525 BOZMAN ROAO WYLIE, TEXAS 75098 MR. RANDALL T. HELMBERGER, P.E,(9721 442-7459 EXHIBIT H CHILDREN'S LIGHTHOUSE LEARNING CENTER 1. 7430 ACRES JOHN R. TUNNEY SURVEY.ABSTRACT No.916 COLLIN COUNTY -PROSPER, TEXAS TBPE II II HELMBERGER ASSOCIATES, INC. :a�.°\lW� CIVIL ANO ENVIRONMENT AL ENGINEERS ORAWN HELM. CAOO 1'2� BOZIUIN ROJO, WYLIE TEXAS 75098 tllnt 442· 7459 DATE JUI. y 2016 SCALE NOTES l"•JO " EXHIIIIT H FILE IS46 NO. C1 NARROWEST DIMENSION OF 20 FEET PLAY AREA WITH DIMENSIONS LESS THAN 30 FEET Item 5g Page 1 of 2 To: Mayor and Town Council From: Paul Naughton, RLA, Landscape Architect Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Consider and act upon awarding Bid No. 2017-01-B Preston Lakes Park Playground Project, to APC Brands, Inc. (American Parks Company), related to construction services for a playground in Preston Lakes Park; and authorizing the Town Manager to execute a construction agreement for same. Description of Agenda Item: On October 21, 2016, at 2:00 PM, three bids were opened for Bid No. 2017-01-B Preston Lakes Park Playground Project. The verified bid totals from the bidders ranged between $102,960 and $144,934, with APC Brands, Inc., being the low bidder. The bid was $10,560 over the Engineer’s estimate and $12,960 over the approved budget. To stay within budget, the following line items were removed from the base bid: Item #3: provide and install three 6’-0” Dumor benches ($1,161 each; $3,483 total) Item #4: provide and install one Dumor trash receptacle ($1,338) Item #10: provide and install playground surfacing, filter fabric, and gravel course ($20,561) Removing these items adjusts the low bid to $77,578 which is $14,822 under the Engineer’s estimate and $12,422 under the approved budget. The Park Operations staff will be providing and installing the benches, trash receptacle, surfacing, filter fabric, and gravel course. The contractor will install the playground and swing set designed for ages 5-12 years old. The contract specifies a substantial completion time of 90 calendar days. Budget Impact: The current budget of $90,000 for this project is funded from the Park Improvement Fee Fund (Account 62-6610-60-00-1605-PK). The bid amount of $77,578 will be paid from this account as well as the remaining items being installed by the Park Operations staff. Any additional funding for the Park Operations installed items will be from FY 2016-2017 Parks and Recreation Department budget. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard construction agreement as to form and legality. Prosper is a place where everyone matters. PARKS & RECREATION Item 5h Page 2 of 2 Attached Documents: 1. Bid Tabulation Summary 2. Construction Agreement Town Staff Recommendation: Town staff recommends that the Town Council award Bid No. 2017-01-B to APC Brands, Inc., related to construction services for the Preston Lakes Playground Project; and authorize the Town Manager to execute a construction agreement for same. Proposed Motion: I move to award Bid No. 2017-01-B to APC Brands, Inc., related to construction services for the Preston Lakes Park Playground Project; and authorize the Town Manager to execute a construction agreement for same. Item 5h TOWN OF PROSPER BID TABULATION SUMMARY Bid No. 2017-01-B Preston Lakes Park Playground Bid Opening: 10/21/2016 at 2:00 PM Base Bid Base Bid Excluding Items 3, 4, and 10 American Parks Company $ 102,960.00 $ 77,578.00 Schmoldt Construction, Inc. $ 140,700.00 $ 125,550.72 North Rock Construction, LLC $ 144,934.00 $ 132,018.00 Certified By: January M. Cook, CPPO, CPPB Date: 10/31/2016 Purchasing Agent Town of Prosper, Texas **All bids/proposals submitted for the designated project are reflected on this tabulation sheet. However, the listing of the bid/proposal on this tabulation sheet shall not be construed as a comment on the responsiveness of such bid/proposal or as any indication that the agency accepts such bid/proposal as being responsive. The agency will make a determination as to the responsiveness of the vendor responses submitted based upon compliance with all applicable laws, purchasing guidelines and project documents, including but not limited to the project specifications and contract documents. The agency will notify the successful vendor upon award of the contract and, as according to the law, all bid/proposal responses received will be available for inspection at that time. Attachment 1 Purchasing Department Addendum No. 1 Issued October 18, 2016 Bid No: 2017-01-B Bid Title: Preston Lakes Park Playground Bids Due: 10/21/16 @ 2:00 p.m. Addendum #1 is issued by the Town of Prosper Purchasing Office. Please see the following for changes/additions/deletions to the specifications: Approved Alternates These items have been approved as acceptable alternatives: 1. Item 6 Playground Set: Superior Recreational Products, Model No. PS3-33147-1 (Attachments 1 & 2); 2. Item 7 Arch Swing Set: Superior Recreational Products, Model No. SP092016-065-1 (Attachments 2 & 3). 3. Item 6 Playground Set: Superior Recreational Products, Model No. SQ-597 (Attachment 4 & 5) 4. Item 7 Arch Swing Set: Superior Recreational Products, Model No. SQ-597 (Attachment 5) 5. Item 10 Surfacing: SafeSurf (Attachment 6) Replace Replace: Bid Proposal Form, Page 6 with Bid Proposal Form Revised Page 6 (Attachment 7). Vendors who may have already submitted a response and feel this addendum may change their response may pick up their submission and return it prior to October 21, 2016 @ 2:00 p.m. If picking up the submission is not feasible, any new response submitted by your firm will supersede one previously submitted. Acknowledge receipt of this addendum by initialing in the appropriate space on the Bid Proposal Form if you have not previously submitted a response. For questions regarding this addendum contact: January M. Cook, CPPO, CPPB Purchasing Agent (972) 569-1018 january_cook@prospertx.gov A t t a c h m e n t 1 A t t a c h m e n t 2 A t t a c h m e n t 2 A t t a c h m e n t 2 A t t a c h m e n t 3 Attachment 4 A t t a c h m e n t 5 A t t a c h m e n t 6 A t t a c h m e n t 6 PRESTON LAKES PARK PLAYGROUND REVISED PAGE 6 Base Bid Item No. Description Quantity Unit Unit Cost Total Amount 1 Mobilization, site security, and other incidentals 1 LS 2 Excavation and grading for all proposed site improvements 1 LS 3 Provide and Install 6’-0” Dumor Bench – Dumor Inc. or Approved Equal – 57 Series 3 EA 4 Provide and Install Dumor Trash Receptacle – Dumor Inc. or Approved Equal – 157-22-25BT 1 EA 5 Construct 6” Reinforced Concrete Playground Edge 250 LF 6 Provide and Install Feature Playground Set – Miracle Recreation or Approved Equal Model:61_42601496642 1 LS If Bidding Superior Recreational Products Approved Equal, Select Model: Model PS3-33147-1 or Model No. SQ-597 (Select One) 7 Provide and Install Arch Swing Set – Miracle Recreation or Approved Equal Model: 61_42601496642 1 LS If Bidding Superior Recreational Products Approved Equal, Select Model: Model SP092016-065-1 or Model No. SQ-597 (Select One) 8 Construct Playground Curb Ramp 1 LS 9 Drain Pipe including but not limited to Clean out, Punch Drain under trail, Headwall into existing swale 1 LS 10 Provide and Install Playground Surfacing, Filter Fabric, Gravel Course and any other playground material shown on details and notes 1 LS If Bidding SafeSurf Approved Equal, Check Box 11 Construct 13’-6” x 4’-0” Concrete Paving for Bench and Trash Receptacle 1 LS 12 Construct 3’-0” x 4’-0” Concrete Pad for Bench within Playground Surface 2 EA 13 Repair and adjust existing irrigation system 1 LS Base Bid Subtotal: Attachment 7 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR PRESTON LAKES PARK PLAYGROUND BID NO. 2017-01-B TOWN OF PROSPER COLLIN COUNTY, TEXAS TOWN OFFICIALS Ray Smith, Mayor Curry Vogelsang, Jr., Mayor Pro-Term Jason Dixon, Deputy Mayor Pro-Term Michael Korbuly, Place 1 Kenneth Dugger, Place 2 Meigs Miller, Place 4 Mike Davis, Place 5 Harlan Jefferson, Town Manager CONSULTANT Cody Johnson Studio 12217 Chattanooga Dr. Frisco, TX 75035 Contact: Cody Johnson, RLA, ASLA, LI Phone: (903) 570-0162 PRESTON LAKES PARK PLAYGROUND PAGE 1 TABLE OF CONTENTS TABLE OF CONTENTS .................................................................................................. 1 LEGAL NOTICE .............................................................................................................. 2 INSTRUCTIONS TO BIDDERS ...................................................................................... 3 BID PROPOSAL FORM .................................................................................................. 4 BID BOND ..................................................................................................................... 10 OUT-OF-STATE CONTRACTOR COMPLIANCE TO STATE LAW .............................. 12 CONSTRUCTION AGREEMENT .................................................................................. 13 PERFORMANCE BOND ............................................................................................... 26 PAYMENT BOND.......................................................................................................... 29 MAINTENANCE BOND ................................................................................................. 32 GENERAL CONDITIONS .............................................................................................. 35 GENERAL CONDITIONS .............................................................................................. 52 TECHNICAL SPECIFICATIONS ................................................................................. 523 PRESTON LAKES PARK PLAYGROUND PAGE 2 LEGAL NOTICE The Town of Prosper is accepting sealed bids for Bid No. 2017-01-B Preston Lakes Park Playground. Bids will be accepted until 2:00 P.M. on October 21st, 2016 at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078. Any bids received after this time will not be accepted, and will be returned unopened. Bids will be publicly opened and read aloud at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078 immediately following this time. The Project consists of furnishing all labor, equipment and materials (except as otherwise specified), and performing all work necessary for constructing the playground area located at Preston Lakes Park (775 Bridgeport Drive, Prosper, TX 75078). The playground (designed by Miracle-Recreation) will consist of benches, concrete curbing, and play equipment designed for use by 5-12 year-old children, including swings, slides, and climbing bars, and all pertinent safety features per the construction documents. The project will also be expected to meet all pertinent Town Ordinances and Standards. Each bid submitted shall be accompanied by a cashier's check in the amount of five percent (5%) of the maximum amount bid, payable without recourse to the Town of Prosper, or a Bid Bond in the same amount from a reliable surety company as a guarantee that, if awarded the contract, the Bidder will execute a Construction Agreement with the Town, including all required bonds and other documents. The successful bidder shall furnish performance and payment bonds in the amount of 100% of the contract amount as well as evidence of all required insurance coverage within ten (10) calendar days of notice of award. The successful bidder shall also furnish a Maintenance Bond in the amount of 10% of the contract sum covering defects of material and workmanship for two calendar years following the Town's approval and acceptance of the construction. An approved surety company, licensed in the State of Texas, shall issue all bonds in accordance with Texas law. Copies of Plans, Specifications, and Contract Documents may be examined at Parks and Recreation Department, 407 E. First St., Prosper, TX 75078, (972) 569-1160 without charge. These documents may be acquired from that office for the non-refundable purchase price of $25 per set, payable to the Town of Prosper. Copies of Plans, Specifications, and Contract Documents may also be downloaded free of charge from Current Bidding Opportunities, at the following link: http://www.prospertx.gov/business/bid-opportunities/. Questions and requests for clarifications in regards to this bid should be emailed directly to January Cook, CPPO, CPPB, Purchasing Agent, at january_cook@prospertx.gov. October 7th, 2016, at 12:00 P.M. will be the deadline for receipt of questions and requests for clarifications. After that day and time, no further questions or requests for clarifications will be accepted or answered by the Town. PRESTON LAKES PARK PLAYGROUND PAGE 3 INSTRUCTIONS TO BIDDERS 1. Submittal Deadline: Bids will be accepted until 2:00 PM on Thursday, October 21st, 2016. 2. Submittal Location: Bids will be accepted at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078. 3. Submittal Requirements: Each Bidder shall submit one (1) copy of their bid, along with their bid security and Out of State Contractor Compliance (if necessary), in a sealed envelope clearly marked with their name and Bid No. 2017-01-B Preston Lakes Park Playground. 4. Bid Opening: Bids will be publicly opened and read aloud at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078 immediately following the bid deadline. 5. Bidding Documents: Copies of Plans, Specifications, and Contract Documents may be examined without charge or obtained for the non-refundable purchase price of $25 per set at the following location: Town of Prosper Parks and Recreation Department 407 E. First Street Prosper, TX 75078 Phone: (972) 569-1160 or Download free of charge from Current Bidding Opportunities, at the following link: http://www.prospertx.gov/Purchasing.aspx 6. Questions and Requests for Clarification: Questions and requests for clarifications in regards to this bid should be emailed directly to January Cook, CPPO, CPPB, Purchasing Agent, at january_cook@prospertx.gov. October 7th, 2016 at 12:00 P.M. will be the deadline for receipt of questions and requests for clarifications. After that day and time, no further questions or requests for clarifications will be accepted or answered by the Town. 7. Addenda: If it becomes necessary to provide additional information to potential Bidders, the Town of Prosper will issue an addendum containing the necessary information. 8. Pre-Bid Meeting: A pre-bid meeting will not be held for this project. PRESTON LAKES PARK PLAYGROUND PAGE 10 BID BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, _______________________, whose address is __________________________________ , hereinafter called Principal, and ______________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the Town of Prosper, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter referred to as “Owner,” in the penal sum of $__________________as the proper measure of liquidated damages arising out of or connected with the submission of a Bid Proposal for the construction of a public work project, in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. The condition of the above obligation is such that whereas the Principal has submitted to Owner a certain Bid Proposal, attached hereto and hereby made a part hereof, to enter into a contract in writing, for the construction of: PRESTON LAKES PARK PLAYGROUND BID NO. 2017-01-B NOW, THEREFORE, if the Principal’s Proposal shall be rejected or, in the alternative, if the Principal’s Proposal shall be accepted and the Principal shall execute and deliver a contract in the form of the Contract attached hereto (properly completed in accordance with said Proposal) and shall furnish performance, payment and maintenance bonds required by the Contract Documents for the Project and provide proof of all required insurance coverages for the Project and shall in all other respects perform the agreement created by the acceptance of said Proposal, then this obligation shall be void, otherwise the same shall remain in force and affect; it being expressly understood and agreed that the liability of the Surety for any breech of condition hereunder shall be in the face amount of this bond and forfeited as a proper measure of liquidated damages. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive Venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, the Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by an extension of the time within which the Owner may accept such Proposal; and said Surety does hereby waive notice of any such extension. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. PRESTON LAKES PARK PLAYGROUND PAGE 11 IN WITNESS WHEREOF, this instrument is executed in ______ copies, each one of which shall be deemed an original, this, the ________ day of ________________, 20____. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: If Resident Agent is not a corporation, give a person’s name. PRESTON LAKES PARK PLAYGROUND PAGE 12 OUT-OF-STATE CONTRACTOR COMPLIANCE TO STATE LAW Texas Government Code §2252.002 provides that, in order to be awarded a contract as low bidder, a non-resident bidder (out-of-state contractor whose corporate office or principal place of business is outside the State of Texas) bid projects in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks in the following statement must be filled out by all out-of-state or non-resident bidders in order for those bids to meet specifications. (This information may be obtained from the Texas Register.) The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Non-resident contractor in ___________________ (give state), our principal place of business, is required to be _________ percent lower than resident bidders by State Law. The exact language of the statute is set out below. Non-resident contractor in ___________________ (give state), our principal place of business, is not required to underbid resident bidders. BIDDER By Company (Please Print) Address Signature City State Zip Title (Please Print) “Tex. Gov’t Code Sec. 2252.002. AWARD OF CONTRACT TO NONRESIDENT BIDDER. A governmental entity may not award a governmental contract to a nonresident bidder unless the nonresident underbids the lowest bid submitted by a responsible resident bidder by an amount that is not less than the amount by which a resident bidder would be required to underbid the nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located.” PRESTON LAKES PARK PLAYGROUND PAGE 13 CONSTRUCTION AGREEMENT THE STATE OF TEXAS ) ) KNOW ALL MEN BY THESE PRESENTS: COUNTY OF COLLIN ) This Construction Agreement (the "Agreement") is made by and between APC Brands, Inc., a Texas Corporation, (the "Contractor") and the Town of Prosper, Texas, a municipal corporation (the "Owner"). For and in consideration of the payment, agreements and conditions hereinafter mentioned, and under the conditions expressed in the bonds herein, Contractor hereby agrees to complete the construction of improvements described as follows: PRESTON LAKES PARK PLAYGROUND BID NO. 2017-01-B (EXCLUDING LINE ITEMS 3, 4, AND 10) in the Town of Prosper, Texas, and all extra work in connection therewith, under the terms as stated in the terms of this Contract, including all Contract Documents incorporated herein; and at his, her or their own proper cost and expense to furnish all superintendence, labor, insurance, equipment, tools and other accessories and services necessary to complete the said construction in accordance with all the Contract Documents, incorporated herein as if written word for word, and in accordance with the Plans, which include all maps, plats, blueprints, and other drawings and printed or written explanatory manner therefore, and the Specifications as prepared by Town of Prosper or its consultant hereinafter called Engineer, who has been identified by the endorsement of the Contractor's written proposal, the General Conditions of this Contract, the Special Conditions of this Contract, the payment, performance, and maintenance bonds hereto attached; all of which are made a part hereof and collectively evidence and constitute the entire Contract. A. Contract Documents and Order of Precedence The Contract Documents shall consist of the following documents: 1. this Construction Agreement; 2. properly authorized change orders; 3. the Special Conditions of this Contract; 4. the General Conditions of this Contract; 5. the Technical Specifications & Construction Drawings of this Contract; 6. the OWNER's Standard Construction Details; 7. the OWNER's Standard Construction Specifications; 8. the OWNER’s written notice to proceed to the CONTRACTOR; PRESTON LAKES PARK PLAYGROUND PAGE 14 9. the Contractor’s Bid Proposal; 10. any listed and numbered addenda; 11. the Performance, Payment, and Maintenance Bonds; and, 12. any other bid materials distributed by the Owner that relate to the Project. These Contract Documents are incorporated by reference into this Construction Agreement as if set out here in their entirety. The Contract Documents are intended to be complementary; what is called for by one document shall be as binding as if called for by all Contract Documents. It is specifically provided, however, that in the event of any inconsistency in the Contract Documents, the inconsistency shall be resolved by giving precedence to the Contract Documents in the order in which they are listed herein above. If, however, there exists a conflict or inconsistency between the Technical Specifications and the Construction Drawings it shall be the Contractor’s obligation to seek clarification as to which requirements or provisions control before undertaking any work on that component of the project. Should the Contractor fail or refuse to seek a clarification of such conflicting or inconsistent requirements or provisions prior to any work on that component of the project, the Contractor shall be solely responsible for the costs and expenses - including additional time - necessary to cure, repair and/or correct that component of the project. B. Total of Payments Due Contractor For performance of the Work in accordance with the Contract Documents, the Owner shall pay the Contractor in current funds an amount not to exceed Seventy-Seven Thousand Five Hundred Seventy-Eight Dollars and no cents ($77,578.00). This amount is subject to adjustment by change order in accordance with the Contract Documents. C. Dates to Start and Complete Work Contractor shall begin work within ten (10) calendar days after receiving a written Notice to Proceed or written Work Order from the Owner. All Work required under the Contract Documents shall be substantially completed within ninety (90) calendar days after the date of the Notice to Proceed for the base bid. Within 30 additional calendar days after Substantial Completion, all outstanding issues shall be addressed and ready for final payment. Under this Construction Agreement, all references to “day” are to be considered “calendar days” unless noted otherwise. D. CONTRACTOR'S INDEMNITY TO THE OWNER AND OTHERS CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS THE TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS AND EMPLOYEES, IN BOTH THEIR PUBLIC AND PRIVATE CAPACITIES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND ATTORNEY FEES WHICH MAY ARISE BY REASON OF INJURY TO OR DEATH OF ANY PERSON OR FOR LOSS OF, PRESTON LAKES PARK PLAYGROUND PAGE 15 DAMAGE TO, OR LOSS OF USE OF ANY PROPERTY OCCASIONED BY ERROR, OMISSION, OR NEGLIGENT ACT OF CONTRACTOR, ITS SUBCONTRACTORS, ANY OFFICERS, AGENTS OR EMPLOYEES OF CONTRACTOR OR ANY SUBCONTRACTORS, INVITEES, AND ANY OTHER THIRD PARTIES OR PERSONS FOR WHOM OR WHICH CONTRACTOR IS LEGALLY RESPONSIBLE, IN ANY WAY ARISING OUT OF, RELATING TO, RESULTING FROM, OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT, AND CONTRACTOR WILL AT HIS OR HER OWN COST AND EXPENSE DEFEND AND PROTECT TOWN OF PROSPER (OWNER) FROM ANY AND ALL SUCH CLAIMS AND DEMANDS. CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS, AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND ATTORNEYS FEES FOR INJURY OR DEATH OF ANY PERSON OR FOR LOSS OF, DAMAGES TO, OR LOSS OF USE OF ANY PROPERTY, ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT. SUCH INDEMNITY SHALL APPLY WHETHER THE CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION ARISE IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE TOWN OF PROSPER (OWNER), ITS MAYOR AND TOWN COUNCIL, OFFICERS, OFFICIALS, AGENTS OR EMPLOYEES. IT IS THE EXPRESS INTENTION OF THE PARTIES HERETO THAT THE INDEMNITY PROVIDED FOR IN THIS PARAGRAPH IS INDEMNITY BY CONTRACTOR TO INDEMNIFY AND PROTECT TOWN OF PROSPER (OWNER) FROM THE CONSEQUENCES OF TOWN OF PROSPER’S (OWNER'S) OWN NEGLIGENCE, WHETHER THAT NEGLIGENCE IS A SOLE OR CONCURRING CAUSE OF THE INJURY, DEATH OR DAMAGE. IN ANY AND ALL CLAIMS AGAINST ANY PARTY INDEMNIFIED HEREUNDER BY ANY EMPLOYEE OF THE CONTRACTOR, ANY SUB-CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION HEREIN PROVIDED SHALL NOT BE LIMITED IN ANY WAY BY ANY LIMITATION ON THE AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR ANY SUB- CONTRACTOR UNDER WORKMEN'S COMPENSATION OR OTHER EMPLOYEE BENEFIT ACTS. INDEMNIFIED ITEMS SHALL INCLUDE ATTORNEYS' FEES AND COSTS, COURT COSTS, AND SETTLEMENT COSTS. INDEMNIFIED ITEMS SHALL ALSO INCLUDE ANY EXPENSES, INCLUDING ATTORNEYS' FEES AND EXPENSES, INCURRED BY AN INDEMNIFIED INDIVIDUAL OR ENTITY IN ATTEMPTING TO ENFORCE THIS INDEMNITY. In its sole discretion, the Owner shall have the right to approve counsel to be retained by Contractor in fulfilling its obligation to defend and indemnify the Owner. Contractor shall retain approved counsel for the Owner within seven (7) business days after receiving written notice from the Owner that it is invoking its right to indemnification under this Construction Agreement. If Contractor does not retain counsel for the Owner within the required time, then the Owner shall have the right to retain counsel and the Contractor shall pay these attorneys' fees and expenses. The Owner retains the right to provide and pay for any or all costs of defending indemnified items, but it shall not be required to do so. To the extent that Owner elects to provide and pay for any such costs, Contractor shall indemnify and reimburse Owner for such costs. PRESTON LAKES PARK PLAYGROUND PAGE 16 (Please note that this “broad-form” indemnification clause is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) E. Insurance Requirements 1. Before commencing work, the Contractor shall, at its own expense, procure, pay for and maintain the following insurance coverage written by companies approved by the State of Texas and acceptable to the Town of Prosper. The Contractor shall furnish to the Town of Prosper Purchasing Agent certificates of insurance executed by the insurer or its authorized agent stating the type of coverages, limits of each such coverage, expiration dates and compliance with all applicable required provisions. Certificates shall reference the project/contract number and be addressed as follows: Preston Lakes Park Playground Bid No. 2017-01-B Town of Prosper Attn: Purchasing Agent 121 W. Broadway Prosper, Texas 75078 (a) Commercial General Liability insurance, including, but not limited to Premises/Operations, Personal & Advertising Injury, Products/Completed Operations, Independent Contractors and Contractual Liability, with minimum combined single limits of $1,000,000 per-occurrence, $1,000,000 Products/Completed Operations Aggregate and $2,000,000 general aggregate. If high risk or dangerous activities are included in the Work, explosion, collapse and underground (XCU) coverage is also required. Coverage must be written on an occurrence form. The General Aggregate shall apply on a per project basis. (b) Workers’ Compensation insurance with statutory limits; and Employers’ Liability coverage with minimum limits for bodily injury: a) by accident, $100,000 each accident, b) by disease, $100,000 per employee with a per policy aggregate of $500,000. (c) Umbrella or Excess Liability insurance with minimum limits of $2,000,000 each occurrence and annual aggregate for bodily injury and property damage, that follows form and applies in excess of the above indicated primary coverage in subparagraphs a and b. The total limits required may be satisfied by any combination of primary, excess or umbrella liability insurance provided all policies comply with all requirements. The Contractor may maintain reasonable deductibles, subject to approval by the Owner. 2. With reference to the foregoing required insurance, the Contractor shall endorse applicable insurance policies as follows: PRESTON LAKES PARK PLAYGROUND PAGE 17 (a) A waiver of subrogation in favor of Town of Prosper, its officials, employees, and officers shall be contained in the Workers’ Compensation insurance policy. (b) The Town of Prosper, its officials, employees and officers shall be named as additional insureds on the Commercial General Liability policy, by using endorsement CG2026 or broader. (Please note that this “additional insured” coverage requirement is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) (c) All insurance policies shall be endorsed to the effect that Town of Prosper will receive at least thirty (30) days notice prior to cancellation, non- renewal, termination, or material change of the policies. 3. All insurance shall be purchased from an insurance company that meets a financial rating of “A” or better as assigned by the A.M. BEST Company or equivalent. 4. With respect to Workers’ Compensation insurance, the Contractor agrees to comply with all applicable provisions of 28 Tex. Admin Code § 110.110, “Reporting Requirements for Building or Construction Projects for Governmental Entities,” as such provision may be amended, and as set forth in Paragraph F following. F. Workers' Compensation Insurance Coverage 1. Definitions: Certificate of coverage ("certificate")- A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. PRESTON LAKES PARK PLAYGROUND PAGE 18 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided PRESTON LAKES PARK PLAYGROUND PAGE 19 for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. PRESTON LAKES PARK PLAYGROUND PAGE 20 G. Performance, Payment and Maintenance Bonds The Contractor shall procure and pay for performance and payment bonds applicable to the work in the amount of the total bid price. The Contractor shall also procure and pay for a maintenance bond applicable to the work in the amount of ten percent (10%) of the total bid price. The period of the Maintenance Bond shall be two years from the date of acceptance of all work done under the contract, to cover the guarantee as set forth in this Construction Agreement. The performance, payment and maintenance bonds shall be issued in the form attached to this Construction Agreement as Exhibits B, C and D. Other performance, payment and maintenance bond forms shall not be accepted. Among other things, these bonds shall apply to any work performed during the two-year warranty period after acceptance as described in this Construction Agreement. The performance, payment and maintenance bonds shall be issued by a corporate surety, acceptable to and approved by the Town, authorized to do business in the State of Texas, pursuant to Chapter 2253 of the Texas Government Code. Further, the Contractor shall supply capital and surplus information concerning the surety and reinsurance information concerning the performance, payment and maintenance bonds upon Town request. In addition to the foregoing requirements, if the amount of the bond exceeds One Hundred Thousand Dollars ($100,000) the bond must be issued by a surety that is qualified as a surety on obligations permitted or required under federal law as indicated by publication of the surety’s name in the current U.S. Treasury Department Circular 570. In the alternative, an otherwise acceptable surety company (not qualified on federal obligations) that is authorized and admitted to write surety bonds in Texas must obtain reinsurance on any amounts in excess of One Hundred Thousand Dollars ($100,000) from a reinsurer that is authorized and admitted as a reinsurer in Texas who also qualifies as a surety or reinsurer on federal obligations as indicated by publication of the surety’s or reinsurer’s name in the current U.S. Treasury Department Circular 570. H. Progress Payments and Retainage As it completes portions of the Work, the Contractor may request progress payments from the Owner. Progress payments shall be made by the Owner based on the Owner's estimate of the value of the Work properly completed by the Contractor since the time the last progress payment was made. The "estimate of the value of the work properly completed" shall include the net invoice value of acceptable, non-perishable materials actually delivered to and currently at the job site only if the Contractor provides to the Owner satisfactory evidence that material suppliers have been paid for these materials. No progress payment shall be due to the Contractor until the Contractor furnishes to the Owner: 1. copies of documents reasonably necessary to aid the Owner in preparing an estimate of the value of Work properly completed; 2. full or partial releases of liens, including releases from subcontractors providing materials or delivery services relating to the Work, in a form acceptable to the Owner releasing all liens or claims relating to goods and services provided up to the date of the most recent previous progress payment; 3. an updated and current schedule clearly detailing the project’s critical path elements; and PRESTON LAKES PARK PLAYGROUND PAGE 21 4. any other documents required under the Contract Documents. Progress payments shall not be made more frequently than once every thirty (30) calendar days unless the Owner determines that more frequent payments are appropriate. Further, progress payments are to be based on estimates and these estimates are subject to correction through the adjustment of subsequent progress payments and the final payment to Contractor. If the Owner determines after final payment that it has overpaid the Contractor, then Contractor agrees to pay to the Owner the overpayment amount specified by the Owner within thirty (30) calendar days after it receives written demand from the Owner. The fact that the Owner makes a progress payment shall not be deemed to be an admission by the Owner concerning the quantity, quality or sufficiency of the Contractor's work. Progress payments shall not be deemed to be acceptance of the Work nor shall a progress payment release the Contractor from any of its responsibilities under the Contract Documents. After determining the amount of a progress payment to be made to the Contractor, the Owner shall withhold a percentage of the progress payment as retainage. The amount of retainage withheld from each progress payment shall be set at five percent (5%). Retainage shall be withheld and may be paid to: a. ensure proper completion of the Work. The Owner may use retained funds to pay replacement or substitute contractors to complete unfinished or defective work; b. ensure timely completion of the Work. The Owner may use retained funds to pay liquidated damages; and c. provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Retained funds shall be held by the Owner in accounts that shall not bear interest. Retainage not otherwise withheld in accordance with the Contract Documents shall be returned to the Contractor as part of the final payment. I. Withholding Payments to Contractor The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that the Work has not been performed in accordance with the Contract Documents. The Owner may use these funds to pay replacement or substitute contractors to complete unfinished or defective Work. The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that it is necessary and proper to provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Amounts withheld under this section shall be in addition to any retainage. PRESTON LAKES PARK PLAYGROUND PAGE 22 J. Acceptance of the Work When the Work is completed, the Contractor shall request that the Owner perform a final inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents, it shall issue a written notice of acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. It is specifically provided that Work shall be deemed accepted on the date specified in the Owner's written notice of acceptance of the Work. The Work shall not be deemed to be accepted based on "substantial completion" of the Work, use or occupancy of the Work, or for any reason other than the Owner's written Notice of Acceptance. Further, the issuance of a certificate of occupancy for all or any part of the Work shall not constitute a Notice of Acceptance for that Work. In its discretion, the Owner may issue a Notice of Acceptance covering only a portion of the Work. In this event, the notice shall state specifically what portion of the Work is accepted. K. Acceptance of Erosion Control Measures When the erosion control measures have been completed, the Contractor shall request that the Owner perform a final inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents and per TPDES General Construction Permit, it shall issue a written Notice of Acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents or TPDES General Construction Permit, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. L. Final Payment After all Work required under the Contract Documents has been completed, inspected, and accepted, the Town shall calculate the final payment amount promptly after necessary measurements and computations are made. The final payment amount shall be calculated to: 1. include the estimate of the value of Work properly completed since the date of the most recent previous progress payment; 2. correct prior progress payments; and 3. include retainage or other amounts previously withheld that are to be returned to Contractor, if any. Final payment to the Contractor shall not be due until the Contractor provides original full releases of liens from the Contractor and its subcontractors, or other evidence satisfactory to the Owner to show that all sums due for labor, services, and materials furnished for or used in connection with the Work have been paid or shall be paid with the final payment. To ensure this result, Contractor consents to the issuance of the final payment in the form of joint checks made payable to Contractor and others. The Owner may, but is not obligated to issue final payment using joint checks. PRESTON LAKES PARK PLAYGROUND PAGE 23 Final payment to the Contractor shall not be due until the Contractor has supplied to the Owner original copies of all documents that the Owner determines are reasonably necessary to ensure both that the final payment amount is properly calculated and that the Owner has satisfied its obligation to administer the Construction Agreement in accordance with applicable law. The following documents shall, at a minimum, be required to be submitted prior to final payment being due: redline as-built construction plans; consent of surety to final payment; public infrastructure inventory; affidavit of value for public infrastructure; and, final change order(s). “Redline as-built construction plans” shall include, but are not limited to markups for change orders, field revisions, and quantity overruns as applicable. The list of documents contained in this provision is not an exhaustive and exclusive list for every project performed pursuant to these Contract Documents and Contractor shall provide such other and further documents as may be requested and required by the Owner to close out a particular project. Subject to the requirements of the Contract Documents, the Owner shall pay the Final Payment within thirty (30) calendar days after the date specified in the Notice of Acceptance. This provision shall apply only after all Work called for by the Contract Documents has been accepted. M. Contractor’s Warranty For a two-year period after the date specified in a written notice of acceptance of Work, Contractor shall provide and pay for all labor and materials that the Owner determines are necessary to correct all defects in the Work arising because of defective materials or workmanship supplied or provided by Contractor or any subcontractor. This shall also include areas of vegetation that did meet TPDES General Construction Permit during final close out but have since become noncompliant. Forty-five (45) to sixty (60) calendar days before the end of the two-year warranty period, the Owner may make a warranty inspection of the Work. The Owner shall notify the Contractor of the date and time of this inspection so that a Contractor representative may be present. After the warranty inspection, and before the end of the two-year warranty period, the Owner shall mail to the Contractor a written notice that specifies the defects in the Work that are to be corrected. The Contractor shall begin the remedial work within ten (10) calendar days after receiving the written notice from the Town. If the Contractor does not begin the remedial work timely or prosecute it diligently, then the Owner may pay for necessary labor and materials to effect repairs and these expenses shall be paid by the Contractor, the performance bond surety, or both. If the Owner determines that a hazard exists because of defective materials and workmanship, then the Owner may take steps to alleviate the hazard, including making repairs. These steps may be taken without prior notice either to the Contractor or its surety. Expenses incurred by the Owner to alleviate the hazard shall be paid by the Contractor, the performance bond surety, or both. Any Work performed by or for the Contractor to fulfill its warranty obligations shall be performed in accordance with the Contract Documents. By way of example only, this is to ensure that Work performed during the warranty period is performed with required insurance and the performance and payment bonds still in effect. Work performed during the two-year warranty period shall itself be subject to a one-year warranty. This warranty shall be the same as described in this section. PRESTON LAKES PARK PLAYGROUND PAGE 24 The Owner may make as many warranty inspections as it deems appropriate. N. Compliance with Laws The Contractor shall be responsible for ensuring that it and any subcontractors performing any portion of the Work required under the Contract Documents comply with all applicable federal, state, county, and municipal laws, regulations, and rules that relate in any way to the performance and completion of the Work. This provision applies whether or not a legal requirement is described or referred to in the Contract Documents. Ancillary/Integral Professional Services: In selecting an architect, engineer, land surveyor, or other professional to provide professional services, if any, that are required by the Contract Documents, Contractor shall not do so on the basis of competitive bids but shall make such selection on the basis of demonstrated competence and qualifications to perform the services in the manner provided by Section 2254.004 of the Texas Government Code and shall so certify to the Town the Contractor's agreement to comply with this provision with Contractor's bid. O. Other Items The Contractor shall sign the Construction Agreement, and deliver signed performance, payment and maintenance bonds and proper insurance policy endorsements (and/or other evidence of coverage) within ten (10) calendar days after the Owner makes available to the Contractor copies of the Contract Documents for signature. Six (6) copies of the Contract Documents shall be signed by an authorized representative of the Contractor and returned to the Town. The Construction Agreement "effective date" shall be the date on which the Town Council acts to approve the award of the Contract for the Work to Contractor. It is expressly provided, however, that the Town Council delegates the authority to the Town Manager or his designee to rescind the Contract award to Contractor at any time before the Owner delivers to the Contractor a copy of this Construction Agreement that bears the signature of the Town Manager and Town Secretary or their authorized designees. The purpose of this provision is to ensure: 1. that Contractor timely delivers to the Owner all bonds and insurance documents; and 2. that the Owner retains the discretion not to proceed if the Town Manager or his designee determines that information indicates that the Contractor was not the lowest responsible bidder or that the Contractor cannot perform all of its obligations under the Contract Documents. THE CONTRACTOR AGREES THAT IT SHALL HAVE NO CLAIM OR CAUSE OF ACTION OF ANY KIND AGAINST OWNER, INCLUDING A CLAIM FOR BREACH OF CONTRACT, NOR SHALL THE OWNER BE REQUIRED TO PERFORM UNDER THE CONTRACT DOCUMENTS, UNTIL THE DATE THE OWNER DELIVERS TO THE CONTRACTOR A COPY OF THE CONSTRUCTION AGREEMENT BEARING THE SIGNATURES JUST SPECIFIED. The Contract Documents shall be construed and interpreted by applying Texas law. Exclusive venue for any litigation concerning the Contract Documents shall be Collin County, Texas. PRESTON LAKES PARK PLAYGROUND PAGE 25 Although the Construction Agreement has been drafted by the Owner, should any portion of the Construction Agreement be disputed, the Owner and Contractor agree that it shall not be construed more favorably for either party. The Contract Documents are binding upon the Owner and Contractor and shall insure to their benefit and as well as that of their respective successors and assigns. If Town Council approval is not required for the Construction Agreement under applicable law, then the Construction Agreement "effective date" shall be the date on which the Town Manager and Town Secretary or their designees have signed the Construction Agreement. If the Town Manager and Town Secretary sign on different dates, then the later date shall be the effective date. APC BRANDS, INC. TOWN OF PROSPER, TEXAS By: By: HARLAN JEFFERSON Title: Title: Town Manager Date: Date: Address: 230 East Hunt St., Ste. 200 McKinney, Texas 75069 Phone: (800) 381-4491 Ext. 109 Address: 121 W. Broadway Prosper, Texas 75078 Phone: (972) 346 - 2640 Fax: (972) 569 - 9335 ATTEST: ROBYN BATTLE Town Secretary PRESTON LAKES PARK PLAYGROUND PAGE 26 PERFORMANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is __________________________________________________________________________, hereinafter called Principal, and __________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Beneficiary”, in the penal sum of __________________ Dollars ($____________) plus fifteen percent (15%) of the stated penal sum as an additional sum of money representing additional court expenses, attorneys’ fees, and liquidated damages arising out of or connected with the below identified Contract in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Beneficiary, dated on or about the _________ day of ___________________, A.D. 20____, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: PRESTON LAKES PARK PLAYGROUND BID NO. 2017-01-B (EXCLUDING LINE ITEMS 3, 4, AND 10) in the Town of Prosper, Texas, as more particularly described and designated in the above-referenced contract such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform and fulfill all of the undertakings, covenants, terms, conditions and agreements of said Contract in accordance with the Plans, Specifications and Contract Documents during the original term thereof and any extension thereof which may be granted by the Beneficiary, with or without notice to the Surety, and during the life of any guaranty or warranty required under this Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived; and, if the Principal shall repair and/or replace all defects due to faulty materials and workmanship that appear within a period of one (1) year from the date of final completion and final acceptance of the Work by Owner; and, if the Principal shall fully indemnify and save harmless the Beneficiary from and against all costs and damages which Beneficiary may suffer by reason of failure to so perform herein and shall fully reimburse and repay Beneficiary all outlay and expense which the Beneficiary may incur in PRESTON LAKES PARK PLAYGROUND PAGE 27 making good any default or deficiency, then this obligation shall be void; otherwise, it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive Venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Plans, Specifications and Drawings, etc., accompanying the same shall in anywise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work or to the Specifications. This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in three copies, each one of which shall be deemed an original, this, the ________ day of ________________, 20____. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] PRESTON LAKES PARK PLAYGROUND PAGE 28 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. PRESTON LAKES PARK PLAYGROUND PAGE 29 PAYMENT BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is ____________________________________________________________________________, hereinafter called Principal, and__________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Owner”, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon the building or improvements hereinafter referred to in the penal sum of ___________________________________ DOLLARS ($_______________) in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Owner, dated on or about the __________ day of _________________, A.D. 20___, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: PRESTON LAKES PARK PLAYGROUND BID NO. 2017-01-B (EXCLUDING LINE ITEMS 3, 4, AND 10) NOW THEREFORE, if the Principal shall well, truly and faithfully perform its duties and make prompt payment to all persons, firms, subcontractors, corporations and claimants supplying labor and/or material in the prosecution of the Work provided for in the above-referenced Contract and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modification to the Surety is hereby expressly waived, then this obligation shall be void; otherwise it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc., accompanying the same, shall in anywise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. PRESTON LAKES PARK PLAYGROUND PAGE 30 This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in three copies, each one of which shall be deemed an original, this, the _______ day of _________________, 20___. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] PRESTON LAKES PARK PLAYGROUND PAGE 31 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. PRESTON LAKES PARK PLAYGROUND PAGE 32 MAINTENANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That _______________________________ whose address is________________________________________________, hereinafter referred to as “Principal,” and ___________________________________, a corporate surety/sureties organized under the laws of the State of ____________ and fully licensed to transact business in the State of Texas, as Surety, hereinafter referred to as “Surety” (whether one or more), are held and firmly bound unto the TOWN OF PROSPER, a Texas municipal corporation, hereinafter referred to as “Owner,” in the penal sum of ___________________________________ DOLLARS ($_______________) (ten percent (10%) of the total bid price), in lawful money of the United States to be paid to Owner, its successors and assigns, for the payment of which sum well and truly to be made, we bind ourselves, our successors, heirs, executors, administrators and successors and assigns, jointly and severally; and firmly by these presents, the condition of this obligation is such that: WHEREAS, Principal entered into a certain written Contract with the Town of Prosper, dated on or about the _____ day of ________________________, 20____, to furnish all permits, licenses, bonds, insurance, products, materials, equipment, labor, supervision, and other accessories necessary for the construction of: PRESTON LAKES PARK PLAYGROUND BID NO. 2017-01-B (EXCLUSING LINE ITEMS 3, 4, AND 10) in the Town of Prosper, Texas, as more particularly described and designated in the above- referenced contract, such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word: WHEREAS, in said Contract, the Principal binds itself to use first class materials and workmanship and of such kind and quality that for a period of two (2) years from the completion and final acceptance of the improvements by Owner the said improvements shall require no repairs, the necessity for which shall be occasioned by defects in workmanship or materials and during the period of two (2) years following the date of final acceptance of the Work by Owner, Principal binds itself to repair or reconstruct said improvements in whole or in part at any time within said period of time from the date of such notice as the Town Manager or his designee shall determine to be necessary for the preservation of the public health, safety or welfare. If Principal does not repair or reconstruct the improvements within the time period designated, Owner shall be entitled to have said repairs made and charge Principal and/or Surety the cost of same under the terms of this Maintenance Bond. NOW, THEREFORE, if Principal will maintain and keep in good repair the Work herein contracted to be done and performed for a period of two (2) years from the date of final acceptance and do and perform all necessary work and repair any defective condition (it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by Principal) then this obligation shall be void; otherwise it shall remain in full force and effect and Owner shall have and recover from Principal and its Surety damages in the premises as provided in the Plans and Specifications and Contract. PRESTON LAKES PARK PLAYGROUND PAGE 33 PROVIDED, however, that Principal hereby holds harmless and indemnifies Owner from and against any claim or liability for personal injury or property damage caused by and occurring during the performance of said maintenance and repair operation. PROVIDED, further, that if any legal action be filed on this Bond, exclusive venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc. accompanying same shall in any way affect its obligation on this Bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder. The undersigned and designated agent is hereby designated by Surety as the resident agent in either Collin or Dallas Counties to whom all requisite notice may be delivered and on whom service of process may be had in matters arising out of this suretyship. IN WITNESS WHEREOF, this instrument is executed in three copies, each one of which shall be deemed an original, on this the _____ day of ____________, 20____. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] PRESTON LAKES PARK PLAYGROUND PAGE 34 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax PRESTON LAKES PARK PLAYGROUND PAGE 35 GENERAL CONDITIONS GC.01 PURPOSE: The General Conditions contained herein set forth conditions or requirements common to this Contract and all other construction contracts issued by the Town of Prosper. GC.02 DEFINITIONS: The following words and expressions, or pronouns used in their place, shall wherever they appear in this Contract, be construed as follows, unless a different meaning is clear from the context: CALENDAR DAY: Any days of the week or month, no days being excepted. CONTRACT DOCUMENTS: All of the written, printed, typed, and drawn instruments that comprise and govern the performance of the contract as defined by the Construction Agreement. ENGINEER: The ENGINEER of the OWNER or his designee. EXTRA WORK: Work required by the OWNER other than that which is expressly or impliedly required by the Contract Documents at the time of execution of the Contract. HOLIDAYS: The ten official holidays observed are New Year's Day, Martin Luther King Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Eve, and Christmas Day. If a holiday falls on a Saturday, it shall be observed on the preceding Friday. If a holiday falls on a Sunday, it shall be observed on the following Monday. OWNER: The Town of Prosper, Texas, acting through the Town Manager under authority granted by the Town Council. OWNER'S REPRESENTATIVE: The Executive Director of Development and Community Services of the Town of Prosper or his designee. SUB-CONTRACTOR: Any persons, firm or corporation, other than employees of the CONTRACTOR, who or which contracts with the CONTRACTOR to furnish, or who actually furnishes, labor and/or materials and equipment at or about the site. SUBSTANTIALLY COMPLETE: The condition upon which the Work has been made suitable for use and may serve its intended purpose but may still require minor miscellaneous work and adjustment. WORK: All work to be performed by the CONTRACTOR under the terms of the Contract, including the furnishing of all materials, supplies, machinery, equipment, tools, superintendence, labor, submittals, services, insurance, permits, certificates, licenses, and all water, light, power, fuel, transportation, facilities, and other incidentals. WRITTEN NOTICE: Notice required by the Contract shall be served concurrently to the OWNER'S REPRESENTATIVE, ENGINEER, and/or CONTRACTOR. PRESTON LAKES PARK PLAYGROUND PAGE 36 Notice delivered by mail shall be effective on the postmark date, notice delivered by hand shall be effective the date of delivery, and notice delivered by facsimile or e-mail shall be effective the date of transmission, provided that any notice served after 5 PM or on a weekend or holiday shall be effective the following business day. GC.03 GENERAL RESPONSIBILITIES AND UNDERSTANDINGS: (a) Intent of Contract Documents: The intent of the Contract Documents is to prescribe a complete work or improvement, which the CONTRACTOR undertakes to do in full compliance with the plans, specifications, special provisions, proposal and contract. The CONTRACTOR shall do all work as provided in the plans, specifications, special provisions, proposal and contract, and shall do such additional extra work as may be considered necessary to complete the work in satisfactory and acceptable manner. The CONTRACTOR shall furnish all labor, tools, materials, machinery, equipment and incidentals necessary to the satisfactory prosecution and completion of the work. (b) No Waiver of Legal Right: Inspection by the OWNER or ENGINEER, any order, measurement, or certificate by OWNER or ENGINEER, any order by the OWNER for payment of money, any payment for or acceptance of any work, or any extension of time, or any possession taken by the OWNER, shall not operate as a waiver of any provisions of the Contract Documents or any power therein reserved to the OWNER of any rights or damages therein provided. Any waiver of any breach of contract shall not be held to be a waiver of any other subsequent breach. The OWNER deserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the contract and specifications. The OWNER reserves the right to claim and recover by process of law sums as may be sufficient to correct any error or make good any deficiency in the work resulting from such error, dishonesty or collusion, upon the conclusive proof of collusion or dishonesty by the CONTRACTOR or his agents and the ENGINEER or his assistants, discovered in the work after the final payment has been made. (c) Changes and Alterations: The CONTRACTOR further agrees that the OWNER or ENGINEER may make such changes and alterations as the OWNER may see fit, in the line, grade, form, dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompany Performance and Payment Bonds. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages for anticipated profits on the work that may be dispensed with. If the amount of work is increased, such additional work shall be paid for as provided under Extra Work. In case the OWNER shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the OWNER shall recompense the CONTRACTOR for any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned. PRESTON LAKES PARK PLAYGROUND PAGE 37 (d) Discrepancies and Omissions: It is further agreed that it is the intent of this contract that all work must be done and all material must be furnished in accordance with the generally accepted practice, and in the event of any discrepancies between the separate contract documents, the priority of interpretation defined by the Construction Agreement shall govern. In the event that there is still any doubt as to the meaning and intent of any portion of the contract, specifications or drawings, the ENGINEER shall define which is intended to apply to the work. (e) Plans and Specifications: The OWNER shall furnish the CONTRACTOR with an adequate and reasonable number of copies of all plans and specifications without expense to him, and the CONTRACTOR shall keep one copy of the same constantly accessible on the work, with the latest revisions noted thereon. (f) Ownership of Drawings: All drawings, specifications and copies thereof furnished by the OWNER shall not be reused on other work, and, with the exception of the signed contract sets, are to be returned to him on request, at the completion of the work. All models are the property of the OWNER. (g) Adequacy of Design: It is understood that the OWNER believes it has employed competent engineers and designers. It is, therefore, agreed that, as to the CONTRACTOR only, the OWNER shall be responsible for the adequacy of the design, sufficiency of the Contract Documents, and the practicability of the operations of the completed project; provided the CONTRACTOR has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CONTRACTOR to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof and all approved additions and alterations thereto. (h) Line and Grade: The ENGINEER will furnish control benchmarks for the construction of the Work. The CONTRACTOR shall use the control benchmarks and data shown on the drawings. No construction staking will be provided by the ENGINEER or owner for this project. Any restaking, and all construction staking, required shall be at the sole cost of the CONTRACTOR. (i) Right of Way and Easements: The OWNER will obtain all necessary right of ways and easements required for the completion of the Work. No work shall be undertaken on nor shall men, tools, equipment, or other supplies occupy any ground outside right of ways and easements. If Contractor wants to work outside right of ways and easements and is able to make an agreement with the Property Owner, then the agreement should be documented and signed by the Property Owner and CONTRACTOR with a copy submitted to the OWNER before work off the easement commences. The OWNER will obtain permits and/or license agreements necessary for work to be performed on right of ways or easements owned by other agencies including, but not limited to, the Texas Departments of Transportation, North Texas Tollway Authority, BNSF Railway, and utility companies. The CONTRACTOR shall comply with the conditions of these permits and/or license agreements as if they were a part of the Contract Documents. PRESTON LAKES PARK PLAYGROUND PAGE 38 (j) Existing Utilities and Structures: The location of existing utilities shown on the plans are based on the interpretation of the best available information and are not warranted by the OWNER or ENGINEER. It shall be the responsibility of the CONTRACTOR to verify and/or locate the various locations of pertinent utilities prior to or during construction. If any utility or irrigation system is broken by the Contractor, it shall be the responsibility of the CONTRACTOR to repair, at his own expense, the damaged line and restore it to its functional use. (k) Right of Entry: The OWNER reserves the right to enter the property or location on which the works herein contracted for are to be constructed or installed, by such agent or agents as he may elect, for the purpose of inspecting the work, or for the purpose of constructing or installing such collateral work as said OWNER may desire. The CONTRACTOR shall conduct his work so as not to impede unnecessarily any work being done by others on or adjacent to the site. (l) Collateral Contracts: The OWNER agrees to provide by separate contract or otherwise, all labor and material essential to the completion of the work specifically excluded from this contract, in such manner as not to delay the progress of the work or damage said CONTRACTOR, except where such delays are specifically mentioned elsewhere in the Contract Documents. (m) Objections and Determinations: The ENGINEER shall determine all claims disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the work or the interpretation of the Contract Documents. The ENGINEER'S decision shall be rendered in writing within a reasonable time and shall be binding. (n) Owner-Engineer Relationship: The duties, responsibilities and limitations of authority of the ENGINEER during construction are as set forth in the Contract Documents and shall not be extended or limited without written consent of the OWNER and ENGINEER. The ENGINEER will advise and consult with the OWNER, and OWNER'S instructions to the CONTRACTOR may be issued through the ENGINEER as if they were issued by the OWNER directly. GC.04 CONTRACTOR RESPONSIBILITIES: (a) Contractor Independence: The CONTRACTOR is and at all times shall remain an independent contractor, solely responsible for the manner and method of completing his work under this contract, with full power and authority to select the means, method and manner of performing such work, so long as such methods do not adversely affect the completed improvements, the OWNER and ENGINEER being interested only in the result obtained and conformity of such completed improvements to the Contract Documents. (b) Assignment and Subletting: The CONTRACTOR agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract and that he will not assign by Power of Attorney, or otherwise, or sublet said contract without the written consent of the OWNER or ENGINEER, and that no part or feature of the work will be sublet to anyone objectionable to the ENGINEER or the OWNER. The CONTRACTOR further agrees that the subletting of any portion or feature of the work, or materials required in the performance of this PRESTON LAKES PARK PLAYGROUND PAGE 39 contract, shall not relieve the CONTRACTOR from his full obligations to the OWNER, as provided by this Agreement. (c) Contractor’s Understanding: It is understood and agreed that the CONTRACTOR has, by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way affect the work under this contract. No verbal agreement or conversation with any officer, agent or employee of the OWNER or ENGINEER, either before or after the execution of this contact, shall affect or modify any of the terms or obligations herein contained. (d) Duty of Contractor: The CONTRACTOR shall be solely responsible for the safety of himself, his employees and other persons, as well as for the protection of the safety of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder. CONTRACTOR shall be fully and completely liable, at his own expense, for design, construction, installation and use, or non-use, of all items and methods incident to performance of the contract, and for all loss, damage or injury incident thereto, either to person or property, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, and similar items or devices used by him during construction (e) Supervision by Contractor: The CONTRACTOR shall give adequate attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall represent the CONTRACTOR in his absence and all directions given to him shall be as binding as if given to the CONTRACTOR. (f) Character of Workmen: The CONTRACTOR agrees to employ only orderly and competent men, skillful in the performance of the type of work required under this contract, to do the work; and agrees that whenever the OWNER or ENGINEER shall inform him in writing that any man or men on the work are, in his opinion, incompetent, unfaithful or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the OWNER’S or ENGINEER'S written consent. (g) Contractor’s Buildings: The building of structures or the erection of tents or other forms of protection will be permitted only for use as temporary office space or for storage of materials, equipment, and supplies and only at such places as the OWNER or ENGINEER shall direct, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the OWNER or ENGINEER. At no time shall employees or agents of the CONTRACTOR occupy such facilities except in conjunction with performance of the Work. (h) Protection of Site: The Contractor shall protect all structures, walks, pipe lines, trees, shrubbery, lawns and other improvements during the progress of his work and shall remove from the site all debris and unused materials. PRESTON LAKES PARK PLAYGROUND PAGE 40 (i) Sanitation: Necessary sanitary conveniences for the use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the CONTRACTOR in such manner and at such points as shall be approved by the OWNER or ENGINEER, and their use shall be strictly enforced. (j) Equipment, Materials, and Construction Plant: The CONTRACTOR shall be responsible for the care, preservation, conservation, protection and replacement of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, all means of construction, and any and all parts of the work, whether the CONTRACTOR has been paid, partially paid, or not paid for such work, or whether OWNER has taken possession of completed portions of such work, until the entire work is completed and accepted. (k) Losses from Natural Causes: Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the CONTRACTOR at his own cost and expense. GC.05 PROTECTION OF PERSONS AND PROPERTY: (a) Protection Against Claims: If any person files a claim against the OWNER, OWNER’s Agent or CONTRACTOR for personal injury or property damage resulting from, arising out of, or caused by, the operations of the CONTRACTOR, or any Work within the limits of the Project, the CONTRACTOR must either submit to the OWNER a duly executed full release within thirty (30) calendar days from the date of written claim, or immediately report the claim to his liability insurance carrier for their action in adjusting the claim. If the CONTRACTOR fails to comply with this provision within the stipulated time limit, it will be automatically deemed that the CONTRACTOR has appointed the OWNER as its irrevocable Attorney In Fact authorizing the OWNER to report the claim directly with the CONTRACTOR’s liability insurance carrier. This provision is in and of itself a Power of Attorney from the CONTRACTOR to the OWNER, which authorizes the OWNER to take said action on behalf of the CONTRACTOR without the necessity of the execution of any other document. If the CONTRACTOR fails to comply with the provisions of this item, the OWNER, at its own discretion, may terminate this contract or take any other actions it deems appropriate. Any payment or portion thereof due the CONTRACTOR, whether it is a final payment, progress payment, payment out of retainage or refund payment may be withheld by the OWNER. Bankruptcy, insolvency or denial of liability by the CONTRACTOR’s insurance carrier shall not exonerate the CONTRACTOR from liability. As a result of the additional work created to OWNER due to non-response of claims for damages by CONTRACTOR to third parties, CONTRACTOR shall incur penalties for failure to abide by this Special Condition. The CONTRACTOR shall respond to the claimant in writing regarding the status of the claim, including whether CONTRACTOR disputes the claim, wishes to settle, or will notify its liability insurance carrier regarding the claim. CONTRACTOR will be assessed a penalty by OWNER of $75.00 per claim, for its failure to respond to PRESTON LAKES PARK PLAYGROUND PAGE 41 the claimant as described above within thirty (30) calendar days of its written notice of claim by the City. To ensure CONTRACTOR compliance, the OWNER shall be notified, by copied correspondence of responses or settlement by CONTRACTOR. (b) Protection Against Accidents to Employees and the Public: The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the work and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of the Associated General contractors of America except where incompatible with Federal, State, or Municipal laws or regulations. The CONTRACTOR shall provide such machinery guards, safe walkways, ladders, bridges, gangplanks, and other safety devices. The safety precautions actually taken and their adequacy shall be the sole responsibility of the CONTRACTOR, acting at his discretion as an independent contractor. (c) Protection of Adjoining Property: The CONTRACTOR shall take proper means to communicate with the adjacent or adjoining property owners and protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjoining property. (d) Protection Against Royalties or Patented Invention: The CONTRACTOR shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the patentee or owner. (e) Threats to Persons or Property: The CONTRACTOR shall respond promptly to any imminent threat to persons or property arising from or in relation to performance of the Work. Failure to promptly correct any threat to persons or property may result in a temporary suspension of work until such time as the threat is resolved. GC.06 PROSECUTION AND PROGRESS: (a) Time and Order of Completion: It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his work in such manner as shall be most conducive to economy of construction; provided however, that the order and the time of prosecution shall be such that the work shall be Substantially Completed as a whole and in part in accordance with this contract, the plans and specifications, and within the time of completion designated in the Proposal; provided, also, that when the OWNER is having other work done, either by contract or by his own force, the ENGINEER may direct the time and manner of constructing the work done under this contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized. PRESTON LAKES PARK PLAYGROUND PAGE 42 The CONTRACTOR shall submit prior to beginning work, with each pay estimate, and at other such times as may reasonably be requested by the OWNER or ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the work, with dates at which the CONTRACTOR will start the several parts of the work, and estimated dates of completion of the several parts. (b) Working Hours: Permissible working hours are 7:00 AM to 7:00 PM Monday through Saturday, excluding holidays. Working hours are enforced by the Town of Prosper Police Department. Any variance to these working hours must be requested by the CONTRACTOR in writing at least two weeks in advance and will require approval from the OWNER upon positive recommendation of the ENGINEER. (c) Extension of Time: Should the CONTRACTOR be delayed in the completion of the work by any act or neglect of the OWNER or ENGINEER, or of any employee of either, or by other contractors employed by the OWNER, or by changes ordered in the work, or by strikes, lockouts, fires, and unusual delays by common carriers, or uncontrollable cause or causes beyond the CONTRACTOR'S control, and the OWNER and ENGINEER decides such cause justifies the delay, then an extension of time sufficient to compensate for the delay as determined by the OWNER or ENGINEER shall be allowed for completing the work; provided, however, that the CONTRACTOR shall give the OWNER or ENGINEER prompt notice in writing of the cause of such delay. (d) Hindrances and Delays: No claims shall be made by the CONTRACTOR for damages resulting from hindrances or delays from any cause (except where the work is stopped by order of the OWNER) during the progress of any portion of the work embraced in this contract. In case said work shall be stopped by the act of the OWNER, then such expense as in the judgment of the ENGINEER is caused by such stoppage of said work shall be paid by the OWNER to the CONTRACTOR. (e) Liquidated Damages: The time of completion is of the essence for this Contract. For each day that any work shall remain uncompleted after the time specified in the Contract or in an executed Change Order, including milestone completion dates, substantial completion, and final completion, the OWNER may deduct the following sum from monies due to the CONTRACTOR for each day the work remains uncompleted: GC.07 Amount of Contract Amount of Liquidated Damages Less than $50,000 $100 per day $50,000 to $100,000 $150 per day $100,000 to $500,000 $200 per day $500,000 to $1,000,000 $250 per day $1,000,000 to $5,000,000 $500 per day Greater than $5,000,000 $750 per day PRESTON LAKES PARK PLAYGROUND PAGE 43 GC.08 CONTROL OF WORK AND MATERIAL: (a) Shop Drawings and Submittals: The CONTRACTOR shall submit to the OWNER or ENGINEER, with such promptness as to cause no delay in his own work or in that of any other contractor, four (4) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules required for the work of the various trades, and the OWNER or ENGINEER shall pass upon them with reasonable promptness, noting desired corrections. The CONTRACTOR shall make any corrections required by the OWNER or ENGINEER, file with him two corrected copies and furnish such other copies as may be needed. The OWNER’S or ENGINEER'S approval of such drawings or schedules shall not relieve the CONTRACTOR from responsibility for deviations from drawings or specifications, unless he has in writing called the OWNER’S or ENGINEER'S attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the CONTRACTOR'S responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required contract work in accordance with the plans and specifications and within the contract time. Such review by the OWNER or ENGINEER shall be for the sole purpose of determining the sufficiency of said drawings or schedules to result in finished improvements in conformity with the plans and specifications, and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the OWNER or ENGINEER does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during CONTRACTOR'S performance hereunder. (b) Temporary Traffic Control: Where the Work is carried on, in or adjacent to any road, alley, sidewalk, trail, or other public space, the CONTRACTOR shall at his own cost and expense furnish, erect and maintain temporary traffic control devices and shall take such other precautionary measures for the protection of persons or property and of the Work as are necessary. A sufficient number and arrangement of temporary traffic control devices shall be erected to keep vehicles and persons from entering on or into any work under construction. The CONTRACTOR's responsibility for the maintenance of barricades, signs and lights, and for providing watchmen, shall not cease until the project has been accepted by the Owner. All temporary traffic control devices shall be clearly visible at all times of day and night. Signs and barricades shall be constructed of retro-reflective sheeting, and cones and other channelizing devices shall have retro-reflective banding. All temporary traffic control devices shall comply with and have the meanings prescribed by the Texas Manual of Uniform Traffic Control Devices. The Contractor shall at all times coordinate the closing of any section of road, alley, sidewalk, trail, or other public space with the OWNER or ENGINEER. When such a closing is anticipated to have a duration longer than one (1) hour, the CONTRACTOR shall submit a traffic control plan at least 72 hours in advance to the OWNER or ENGINEER for review and approval. PRESTON LAKES PARK PLAYGROUND PAGE 44 The CONTRACTOR shall be held responsible for all damage to the Work due to failure of barricades, signs, to protect it, and whenever evidence is found of such damage, the OWNER or ENGINEER may order the damaged portion immediately removed and replaced by the CONTRACTOR at his cost and expense. (c) Public Convenience: Materials stored about the Work shall be so placed, and the Work shall at all times to be so conducted, as to cause no greater obstruction to the traveling public than is considered necessary by the OWNER. The CONTRACTOR shall make provisions at all roads, alleys, sidewalks, trails, and private driveways for the free passage of pedestrians and vehicles provided that where free passage is impractical or unnecessary in the opinion of the OWNER, the CONTRACTOR may make arrangements satisfactory to the OWNER for the diversion of traffic and shall, at his own expense, provide all material and perform all work necessary for the construction and maintenance of such diversions. The materials excavated, and the construction materials or plant used in the construction of the Work, shall be placed so as not to endanger the Work or prevent free access to all public and private utilities and related appurtenances. The OWNER reserves the right to remedy any neglect on the part of the CONTRACTOR as regards to the public convenience and safety which may come to its attention after twenty-four (24) hours notice in writing the CONTRACTOR, save in cases of emergency, when it shall have the right to remedy any neglect without notice; and in either case, the cost of such work done by the OWNER shall be deducted from monies due or to become due to the Contractor. (d) Testing of Materials: Testing and inspection of materials required by the specifications shall be performed by a commercial testing laboratory selected by the CONTRACTOR and approved by the OWNER. Except as otherwise noted, the costs of laboratory tests will be paid by the CONTRACTOR, including any materials or specimens for testing. Any testing of material or workmanship required due to failure will be paid for by the CONTRACTOR. This payment will be made direct to the testing laboratory by the CONTRACTOR. The CONTRACTOR shall furnish at his own expense, suitable evidence that the materials he proposes to incorporate into the work are in accordance with the specifications. Mill tests for reinforcing steel and cement will be acceptable if it is definite that the test sheets apply to the material being furnished. Manufacturer's or supplier's test results will be acceptable for such items as pipe, valves, hydrants when it is definite that the material being furnished is in accordance with the manufacturer's or supplier's specifications to which the test results apply. Supplier's evidence of quality and gradation of asphaltic material will be acceptable as long as the material is secured from the sources to which the evidence applies. Should the CONTRACTOR fail to provide the above information, or should the validity of the above information be called into question, the OWNER shall have the right to require tests to be made by the OWNER's laboratory to obtain this information and the cost therefore shall be borne by the CONTRACTOR or deducted from monies owed by the OWNER to the CONTRACTOR. (e) Trench Excavation Protection: It is the sole duty, responsibility, and prerogative of the CONTRACTOR, not the OWNER or ENGINEER, to determine the specific PRESTON LAKES PARK PLAYGROUND PAGE 45 applicability of a trench safety system to each field condition encountered on the project as required by Part 1926, Sub-part P-Excavations, Trenching, and Shoring of the Occupational Safety and Health Administration's Standards and Interpretations. It will be the Contractor's responsibility to identify the soil type and to accurately adjust his trench safety methods according to the OSHA requirements. (f) Explosives: The use of explosives shall not be permitted. GC.09 INSPECTION AND ACCEPTANCE: (a) Inspection of Work: Inspection will be performed by representatives of the OWNER, ENGINEER, other reviewing agencies, and their designees. It is the intent of the OWNER to inspect all work on this project. The CONTRACTOR is responsible for verifying with the OWNER, ENGINEER, or other reviewing agencies when an inspector is and is not required. The CONTRACTOR shall furnish the OWNER, ENGINEER, other reviewing agencies, and their designees reasonable access and facilities for inspecting the Work and determining whether or not the Work is in accordance with the Contract Documents The CONTRACTOR shall be responsible for all costs associated with verifying the acceptability of work completed without proper inspection, as directed by the OWNER, ENGINEER, or other reviewing agency. If deemed to be unacceptable, the work may be ordered removed at the CONTRACTOR's expense. (b) Inspection Overtime: The OWNER and ENGINEER will provide inspection staff on weekdays between 8:00 AM and 5:00 PM. Inspection performed outside these hours or on weekends or holidays may be subject to an inspection overtime fee determined by the OWNER and ENGINEER. The CONTRACTOR is responsible for determining inspection overtime rules of other reviewing agencies. (c) Use of Completed Portions: The OWNER shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions may not have expired. Such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents, nor shall the risk of loss change from CONTRACTOR to OWNER. If such prior use increases the cost of or delays the work, the CONTRACTOR shall be entitled to such extra compensation, or extension of time, or both, as the OWNER or ENGINEER may determine. (d) Defects and their Remedies: If the Work or any portion thereof, or any material brought on the site of the Work for use in the Work or selected for the same, shall be deemed by the OWNER or ENGINEER as unsuitable or not in conformity with the specifications, the CONTRACTOR shall, after receipt of written notice thereof from the OWNER or ENGINEER, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. (e) Preliminary Final Inspection: Upon substantial completion of the Work, the CONTRACTOR shall request a preliminary final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. The PRESTON LAKES PARK PLAYGROUND PAGE 46 OWNER or ENGINEER will provide written notice of any defects to the CONTRACTOR and the CONTRACTOR shall promptly remedy such defects in accordance with the Contract Documents. (f) Final Inspection: Upon completion of all items identified on the punch list, the CONTRACTOR shall request a final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. If additional defects are noted, the CONTRACTOR shall promptly remedy such defects and repeat this process. If the Work is found to be acceptable, the OWNER or ENGINEER will provide written notice of Completion of the Work to the CONTRACTOR. (g) Acceptance: Upon Completion, the CONTRACTOR shall submit to the OWNER or ENGINEER such documentation as is necessary to insure that the work has been completed, subcontractors and suppliers have been paid, any claims received have been settled, and other documentation as required by the OWNER or ENGINEER. If the documentation is found to be acceptable, the OWNER or ENGINEER will issue a written notice of Acceptance of the Work to the CONTRACTOR. GC.10 MEASUREMENT AND PAYMENT: (a) Estimated Quantities: The quantities of each item on the bid proposal blank represent the approximate amount of work to be done. Final quantities actually built will be determined and paid for by actual measurements on the ground of the final work completed. Bidders are especially notified that no incidental items of work will be paid for unless there appears an item in the proposal blank for such work. It must be strictly understood that the prices bid are for complete and acceptable work. (b) Measurement: Quantities of individual items of work shall be based on the final, in- place quantity of the item of work, measured or computed using the units specified in the Proposal. Where a discrepancy in measured or computed quantities occurs among the OWNER, ENGINEER, and CONTRACTOR, the parties attempt to reconcile the discrepancy. If no reconciliation is possible, the determination of the ENGINEER shall be used. (c) Progress Payments: As close as practical to the end of each month in which work has been performed, the CONTRACTOR shall prepare and submit to the OWNER an application for payment showing as completely as practicable the total value of the work done by the CONTRACTOR up to and including the last day immediately preceding the date of such application and the value of all sound materials delivered on the site of the work that are to be fabricated into the work. The OWNER'S REPRESENTATIVE and/or ENGINEER shall promptly review CONTRACTOR'S application for payment, shall either approve or modify the total value of the work done by CONTRACTOR and the value of materials delivered on the site, and shall submit to OWNER such application for payment as approved or modified with OWNER’S REPRESENTATIVE'S and/or ENGINEER'S recommendation affixed thereto within ten (10) business days following the receipt of the application from CONTRACTOR. PRESTON LAKES PARK PLAYGROUND PAGE 47 The OWNER shall pay the CONTRACTOR within thirty (30) days following receipt of the application from CONTRACTOR, less any amount held for retainage or outstanding claims or defective work. (d) Payment Withheld: The OWNER may withhold any payment otherwise due to the CONTRACTOR. The amount of any withheld payment shall be as necessary to protect the OWNER's interest in the following circumstances: (i) unsatisfactory progress of the Work within the CONTRACTOR's control; (ii) reasonable doubt that the Work can be completed for the unpaid balance; (iii) failure of the CONTRACTOR to carry out orders of the OWNER; (iv) defective work not remedied; (v) the filing of a claim against the CONTRACTOR or reasonable evidence that a claim will be filled against the CONTRACTOR; (vi) failure of the CONTRACTOR to make payment to subcontractors or suppliers for material and labor used in performance of the Work; (vii) unsafe working conditions or threats to persons or property allowed to persist by the CONTRACTOR; (viii) failure of the CONTRACTOR to provide work schedules, invoices, or other records requested by the OWNER; (ix) use of subcontractors without the consent of the ENGINEER or OWNER; (x) or, failure of the CONTRACTOR to keep current redline as-built drawings at the job site or to turn redline as-built drawings over to the OWNER. GC.11 EXTRA WORK AND CLAIMS: (a) Change Orders: Without invalidating this Agreement, the OWNER may, at any time or from time to time, order additions, deletions or revisions to the work; such changes will be authorized by written Change Order prepared by the OWNER for execution by the CONTRACTOR. The Change Order shall set forth the basis for any change in contract price, as hereinafter set forth for Extra Work, and any change in contract time which may result from the change. In the event the CONTRACTOR shall refuse to execute a Change Order which has been prepared by the OWNER, the OWNER may in writing instruct the CONTRACTOR to proceed with the work as set forth in the Change Order and the CONTRACTOR may make claim against the OWNER for Extra Work involved therein, as hereinafter provided. (b) Minor Changes: The OWNER or ENGINEER may authorize minor changes in the work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price. If the CONTRACTOR believes that any minor change or alteration authorized by the OWNER or ENGINEER involves Extra Work and entitles him to an increase in the Contract Price, the CONTRACTOR shall make written request to the OWNER or ENGINEER for a written Field Order. Any request by the CONTRACTOR for a change in Contract Price shall be made in writing in accordance with the provisions of this section prior to beginning the work covered by the proposed change. PRESTON LAKES PARK PLAYGROUND PAGE 48 (c) Extra Work: It is agreed that the basis of compensation to the CONTRACTOR for work either added or deleted by a Change Order or for which a claim for Extra Work is made shall be determined by one or more of the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) nor Method (B) be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "actual field cost" of the work, plus fifteen (15) percent. In the event said Extra Work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost to the CONTRACTOR of all workmen, such as foreman, timekeepers, mechanics and laborers, and materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such Extra Work, plus actual transportation charges necessarily incurred, together with all power, fuel, lubricants, water and similar operating expenses, also all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security Old Age Benefits and other payroll taxes, and, a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation, and all other insurance as may be required by any law or ordinance, or directed by the OWNER, or by them agreed to. The OWNER or ENGINEER may direct the form in which accounts of the "actual field cost" shall be kept and the records of these accounts shall be made available to the OWNER or ENGINEER. The OWNER or ENGINEER may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100 percent, unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America. Where practicable the terms and prices for the use of machinery and equipment shall be incorporated in the written Change Order. The fifteen percent (15%) of the "actual field cost" to be paid the CONTRACTOR shall cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the "actual field cost" as herein defined; save that where the CONTRACTOR'S Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for Extra Work of any kind will be allowed unless ordered in writing by the OWNER or ENGINEER. In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the OWNER or ENGINEER for written order authorizing such Extra Work. Should a difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment therefore, and the OWNER or ENGINEER insists upon its performance, the CONTRACTOR shall proceed with the work after making written request for written order and shall keep an accurate account of the "actual field cost" thereof, as provided under Method (C). The CONTRACTOR will PRESTON LAKES PARK PLAYGROUND PAGE 49 thereby preserve the right to submit the matter of payment to a court of general jurisdiction to decide the matter, otherwise the CONTRACTOR shall waive all claims for payment for Extra Work. GC.12 CONTRACT TERMINATION (a) Abandonment by CONTRACTOR: In case the CONTRACTOR should abandon and fail or refuse to resume work within ten (10) days after written notification from the OWNER or ENGINEER, or if the CONTRACTOR fails to comply with the orders of the OWNER or ENGINEER, when such orders are consistent with the Contract Documents, then, and in that case, where performance and payment bonds exist, the Sureties on these bonds shall be notified in writing and directed to complete the work, and a copy of said notice shall be delivered to the CONTRACTOR. After receiving said notice of abandonment, the CONTRACTOR shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under contract for the work, may be held for use on the work by the OWNER or the Surety on the performance bond, or another contractor in completion of the work; and the CONTRACTOR shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under Section 6, Extra Work and Claims), it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for, within ten (10) days after service of such notice, then the OWNER may provide for completion of the work in either of the following elective manners: The OWNER may employ such force of men and use such machinery, equipment, tools, materials and supplies as said OWNER may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such moneys as may be due, or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the CONTRACTOR, then said CONTRACTOR shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said CONTRACTOR, then the CONTRACTOR and/or his Surety shall pay the amount of such excess to the OWNER; or The OWNER under sealed bids, after five (5) days notice published one or more times in a newspaper having general circulation in the county of the location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In the case of any increase in cost to the OWNER under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the CONTRACTOR and the Surety shall be and remain bound therefore. However, PRESTON LAKES PARK PLAYGROUND PAGE 50 should the cost to complete any such new contract prove to be less than what would have been the cost to complete under this contract, the CONTRACTOR and/his Surety shall be credited therewith. When the work shall have been substantially completed the CONTRACTOR and his Surety shall be so notified and Certificates of Completion and Acceptance shall be issued. A complete itemized statement of the contract accounts, certified to by the OWNER or ENGINEER as being correct, shall then be prepared and delivered to the CONTRACTOR and his Surety, whereupon the CONTRACTOR and/or his Surety, or the OWNER as the case may be, shall pay the balance due as reflected by said statement, within fifteen (15) days after the date of such Certificate of Completion. After final completion of the work and in the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the OWNER had the work been completed by the CONTRACTOR under the terms of this contract; or when the CONTRACTOR and/or his Surety shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over the CONTRACTOR and/or his Surety. Should the cost to complete the work exceed the contract price, and the CONTRACTOR and/or his Surety fail to pay the amount due the OWNER within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his Surety at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his Surety subject only to the duty of the OWNER to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the OWNER may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the CONTRACTOR and his Surety. Such sale may be made at either public or private sale, with or without notice, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials, or supplies, which remain on the work, and belong to persons other than the CONTRACTOR or his Surety, to their proper owners. (b) Abandonment by OWNER: In case the OWNER shall fail to comply with the terms of this contract within ten (10) days after written notification by the CONTRACTOR, then the CONTRACTOR may suspend or wholly abandon the work, and may remove therefrom all machinery, tools and equipment, and all materials on the site of work that have not been included in payments to the CONTRACTOR and have not been wrought into the work. Thereupon the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR, which estimate shall include the value of all work actually completed by said CONTRACTOR, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the items of this contract, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole work to completion and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by PRESTON LAKES PARK PLAYGROUND PAGE 51 the OWNER and all other sums that may be retained by the OWNER under the terms of this Agreement and shall certify same to the OWNER who shall pay to the CONTRACTOR on or before thirty (30) days after the date of delivery to OWNER of such certified final statement. (c) Termination of Contract in Case of National Emergency: Whenever, because of a national emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, material and equipment for the prosecution of the work with reasonable continuity for a period of two (2) months, the Contractor shall within seven (7) days notify the Owner in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, material and equipment not obtainable. If, after investigation, the Owner finds that such conditions exist and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty (30) days, the Contractor may request the Owner to terminate the contract and the Owner shall within thirty (30) days comply with the request, and the termination shall be based on a final settlement, which shall include, but not be limited to, the payment for all work executed. PRESTON LAKES PARK PLAYGROUND PAGE 52 SPECIAL CONDITIONS SC.01 PURPOSE: The Special Conditions contained herein set forth conditions or requirements particular to this Contract: PRESTON LAKES PARK PLAYGROUND BID NO. 2017-01-B The Special Conditions supplement the General Conditions and the Standard Specifications and take precedence over any conditions or requirements of the General Conditions and the Standard Specifications with which they are in conflict. SC.02 All items to be considered as an approved equal must be submitted to the Town Purchasing Office by October 7th, 2016, at 12:00 P.M. Any acceptable alternatives will be issued via an addendum. SC.03 To submit an alternative the following must be provided: - Isometric rendering of the playground design and/or equipment - Color recommendations - Plan view of playground design with fall zones and dimensions showing that the design fits within the designated playground area - Company information and warranties - Product numbers, specifications, and associated manufacturer cut sheets PRESTON LAKES PARK PLAYGROUND PAGE 53 TECHNICAL SPECIFICATIONS TS. 01 All Technical Specifications for this project can be found in the Construction Documents and Plans. Page 1 of 3 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Conduct a Public Hearing, and consider and act upon an ordinance amending the architectural requirements of Windsong Ranch (Planned Development-40), generally located north of US 380 and west of Teel Parkway. (Z16-0022). Description of Agenda Item: The purpose of the request is to amend the architectural requirements of Windsong Ranch, specifically the roof pitch requirements of structures on Type A, B, C and D lots within PD-40. Windsong Ranch is a 2,100± acre master planned community located in west Prosper. At ultimate build-out, the development could include up to 3,500 single family lots and 250 acres of mixed use/non-residential development, as well as an amenity program consisting of a variety of park types, multiple amenity centers, hike and bike trails, school sites, and Town facilities. PD-40 was adopted by Ordinance 08-030 in 2008 and was intended to accommodate a variety of builder products within the community. Due to the ever evolving products available to home buyers in today’s market and the desire to introduce more options into the community, the developer of the Windsong Ranch Community would like to introduce new products into the development. However, the design of the products proposed do not meet the minimum roof slope requirements within PD-40. The existing PD includes four lot types, as follows: Type A – 8,000-square-foot minimum Type B – 9,000-square-foot minimum Type C – 10, 500-square-foot minimum Type D – 12,500-square-foot minimum Type A and B lots are required to have a minimum roof pitch of 8” in 12” and Type C and D lots require a minimum roof pitch of 10” in 12”. The proposed PD amendment would allow all lot types to have a minimum roof pitch of 3” in 12” for clay tile and cement/concrete tile roofs, which is consistent with the Zoning Ordinance. Town staff believes this is a reasonable request which will allow for additional architectural flexibility and a diversity of home products in accordance with the standards of the Zoning Ordinance Prosper is a place where everyone matters. PLANNING Item 7 Page 2 of 3 In addition, the applicant is requesting that Type C and D lots be permitted to have a minimum roof pitch of 8” in 12”, which is consistent with the Zoning Ordinance. The developer has indicated that while many of the homes and builders will continue to construct homes on Type C and D lots with 10” in 12” roof pitches, the reduction to an 8” in 12” standard will provide for greater flexibility of product types and design. Examples of proposed roof materials and pitches are as follows: Item 7 Page 3 of 3 Legal Obligations and Review: Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Attached Documents: 1. Ordinance Planning & Zoning Commission Recommendation: At their October 18, 2016, meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 6-0. Town Staff Recommendation: Town staff recommends the Town Council approve an ordinance amending the architectural requirements of Windsong Ranch (Planned Development-40), generally located north of US 380 and west of Teel Parkway. Proposed Motion: I move to approve an ordinance amending the architectural requirements of Windsong Ranch (Planned Development-40), generally located north of US 380 and west of Teel Parkway. Item 7 TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE AMENDING PROSPER’S ZONING ORDINANCE NO. 05-20 AND ORDINANCE NO. 08-030; REZONING A TRACT OF LAND CONSISTING OF 2,125.651 ACRES, MORE OR LESS, SITUATED IN THE C. SMITH SURVEY, ABSTRACT NO. 1681, THE J. BATES SURVEY, ABSTRACT NO. 1620, THE L. SALING SURVEY, ABSTRACT NO. 1675, THE H.P. SALING SURVEY, ABSTRACT NO. 1628, THE M.E.P. & P. RR SURVEY, ABSTRACT NO. 1476, THE P. BARNES SURVEY, ABSTRACT NO. 79, THE B. HADGES SURVEY, ABSTRACT NO. 593, THE A.B. JAMISON SURVEY, ABSTRACT NO. 672, THE B.B. WALTON SURVEY, ABSTRACT NO. 1369, THE T. BUTTON SURVEY, ABSTRACT NO. 1369, THE P.R. RUE SURVEY, ABSTRACT NO. 1555, THE J. TETTER SURVEY, ABSTRACT NO. 1262, THE L. NETHERLY SURVEY, ABSTRACT NO. 962, THE B. RUE SURVEY, ABSTRACT NO. 1113, THE A. ROBERTS SURVEY, ABSTRACT NO. 1115, THE R. YATES SURVEY, ABSTRACT NO. 1538, THE L. RUE SURVEY, ABSTRACT 1110, THE H. RUE SURVEY, ABSTRACT NO. 1111, AND THE J. MORTON SURVEY, ABSTRACT NO. 793, IN THE TOWN OF PROSPER, DENTON COUNTY, TEXAS, HERETOFORE ZONED PLANNED DEVELOPMENT-40 (PD-40) IS HEREBY REZONED AND PLACED IN THE ZONING CLASSIFICATION OF PLANNED DEVELOPMENT-40 (PD-40); DESCRIBING THE TRACT TO BE REZONED; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (the “Town Council”) has investigated and determined that Zoning Ordinance No. 05-20 and Ordinance No. 08-030 should be amended; and WHEREAS, the Town of Prosper, Texas (“Prosper”) has received a request from TVG, Texas I, LLC. (“Applicant”) to rezone 2,125.651 acres of land, more or less, situated in the C. Smith Survey, Abstract No. 1681, The J. Bates Survey, Abstract No. 1620, The L. Saling Survey, Abstract No. 1675, The H.P. Saling Survey, Abstract No. 1628, The M.E.P. & P. RR Survey, Abstract No. 1476, The P. Barnes Survey, Abstract No. 79, The B. Hadges Survey, Abstract No. 593, The A.B. Jamison Survey, Abstract No. 672, The B.B. Walton Survey, Abstract No. 1369, The T. Button Survey, Abstract No. 1369, The P.R. Rue Survey, Abstract No. 1555, The J. Tetter Survey, Abstract No. 1262, The L. Netherly Survey, Abstract No. 962, The B. Rue Survey, Abstract No. 1113, The A. Roberts Survey, Abstract No. 1115, The R. Yates Survey, Abstract No. 1538, The L. Rue Survey, Abstract 1110, The H. Rue Survey, Abstract No. 1111, and The J. Morton Survey, Abstract No. 793, in the Town of Prosper, Denton County, Texas; and WHEREAS, the Town Council has investigated into and determined that the facts contained in the request are true and correct; and WHEREAS, all legal notices required for rezoning have been given in the manner and form set forth by law, and public hearings have been held on the proposed rezoning and all other requirements of notice and completion of such zoning procedures have been fulfilled; and Item 7 Ordinance No. 16-__, Page 2 WHEREAS, the Town Council has further investigated into and determined that it will be advantageous and beneficial to Prosper and its inhabitants to rezone this property as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendments to Zoning Ordinance No. 05-20 and Ordinance No. 08-030. Zoning Ordinance No. 05-20 and Ordinance No. 08-030 is amended as follows: The zoning designation of the property containing 2,125.651 acres of land, more or less, situated in the C. Smith Survey, Abstract No. 1681, The J. Bates Survey, Abstract No. 1620, The L. Saling Survey, Abstract No. 1675, The H.P. Saling Survey, Abstract No. 1628, The M.E.P. & P. RR Survey, Abstract No. 1476, The P. Barnes Survey, Abstract No. 79, The B. Hadges Survey, Abstract No. 593, The A.B. Jamison Survey, Abstract No. 672, The B.B. Walton Survey, Abstract No. 1369, The T. Button Survey, Abstract No. 1369, The P.R. Rue Survey, Abstract No. 1555, The J. Tetter Survey, Abstract No. 1262, The L. Netherly Survey, Abstract No. 962, The B. Rue Survey, Abstract No. 1113, The A. Roberts Survey, Abstract No. 1115, The R. Yates Survey, Abstract No. 1538, The L. Rue Survey, Abstract 1110, The H. Rue Survey, Abstract No. 1111, and The J. Morton Survey, Abstract No. 793, in the Town of Prosper, Denton County, Texas, (the “Property”) and all streets, roads and alleyways contiguous and/or adjacent thereto is hereby rezoned as Planned Development-40 (PD-40). The development plans, standards, and uses for the Property in this Planned Development District shall conform to, and comply with 1) the planned development standards, attached hereto as Exhibit “A”, which are incorporated herein for all purposes as if set forth verbatim. All development plans, standards, and uses for the Property shall comply fully with the requirements of all ordinances, rules, and regulations of the Town of Prosper, as they currently exist or may be amended. Two (2) original, official, and identical copies of the zoning exhibit map are hereby adopted and shall be filed and maintained as follows: a. One (1) copy shall be filed with the Town Secretary and retained as an original record and shall not be changed in any manner. b. One (1) copy shall be filed with the Building Official and shall be maintained up-to- date by posting thereon all changes and subsequent amendments for observation, issuing building permits, certificates of compliance and occupancy, and enforcing the zoning ordinance. Reproduction for information purposes may from time-to-time be made of the official zoning district map. SECTION 3 Item 7 Ordinance No. 16-__, Page 3 No Vested Interest/Repeal. No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 Unlawful Use of Premises. It shall be unlawful for any person, firm or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm or corporation to construct on said premises any building that is not in conformity with the permissible uses under this Zoning Ordinance. SECTION 5 Penalty. Any person, firm, corporation or business entity violating this Ordinance or any provision of Prosper’s Zoning Ordinance No. 05-20, or as amended, shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Two Thousand Dollars ($2,000.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 6 Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7 Savings/Repealing Clause. Prosper’s Zoning Ordinance No. 05-20 shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 Effective Date. This Ordinance shall become effective from and after its adoption and publications as required by law. Item 7 Ordinance No. 16-__, Page 4 DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 8TH DAY OF NOVEMBER, 2016. ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 7 Exhibit “A” Planned Development Standards Except as otherwise set forth in these development standards, the property shall develop under Ordinance 08-030, as adopted by the Town Council on March 25, 2008. 2. Single-Family Residential Tract e. Area and building regulations a. Type A Lots J. Roofing i. Structures constructed on the Type A Lots shall have a composition, slate, clay tile or cement/concrete tile roof. ii. The color of the composition roof must appear to be weathered wood shingles, black or slate, unless such other color is approved by the Director of Development Services. iii. Composition roof shingles must be laminated and have a minimum warranty of 30 years. iv. The main roof pitch of any structure shall have a minimum slope of 8” in 12”. Clay tile and cement/concrete tile roofs shall have a minimum slope of 3” in 12”. Pitch ends shall be 100% guttered. b. Type B Lots J. Roofing i. Structures constructed on the Type B Lots shall have a composition, slate, clay tile or cement/concrete tile roof. ii. The color of the composition roof must appear to be weathered wood shingles, black or slate, unless such other color is approved by the Director of Development Services. iii. Composition roof shingles must be laminated and have a minimum warranty of 30 years. iv. The main roof pitch of any structure shall have a minimum slope of 8” in 12”. Clay tile and cement/concrete tile roofs shall have a minimum slope of 3” in 12”. Pitch ends shall be 100% guttered. c. Type C Lots J. Roofing i. Structures constructed on the Type C Lots shall have a composition, slate, clay tile or cement/concrete tile roof. ii. The color of the composition roof must appear to be weathered wood shingles, black or slate, unless such Item 7 other color is approved by the Director of Development Services. iii. Composition roof shingles must be laminated and have a minimum warranty of 30 years. iv. The main roof pitch of any structure shall have a minimum slope of 8” in 12”. Clay tile and cement/concrete tile roofs shall have a minimum slope of 3” in 12”. Pitch ends shall be 100% guttered. d. Type D Lots I. Roofing i. Structures constructed on the Type D Lots shall have a composition, slate, clay tile or cement/concrete tile roof. ii. The color of the composition roof must appear to be weathered wood shingles, black or slate, unless such other color is approved by the Director of Development Services. iii. Composition roof shingles must be laminated and have a minimum warranty of 30 years. iv. The main roof pitch of any structure shall have a minimum slope of 8” in 12”. Clay tile and cement/concrete tile roofs shall have a minimum slope of 3” in 12”. Pitch ends shall be 100% guttered. Item 7 Page 1 of 3 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 – November 8, 2016 Agenda Item: Conduct a Public Hearing, and consider and act upon an ordinance amending to the Town’s Thoroughfare Plan revising a segment of the Commercial Collector (DNT Backer Road) located between Dallas Parkway and the BNSF railroad, from Prosper Trail to First Street. (CA16- 0004). Description of Agenda Item: As a result of various discussions with property owners and developers regarding existing and future roadways in the vicinity of existing Prosper Trail, First Street, and Dallas Parkway, the existing segment of Cook Lane, and the future segment of the Commercial Collector, known as the DNT Backer Road, Town staff has contracted with a consulting firm, Freese and Nichols, to perform an analysis of the mobility and circulation of the existing and future roadways, and to provide a recommendation regarding the Town’s Thoroughfare Plan. As a result, and as outlined in the attached analysis report, the consultant team recommends the following proposed change, as shown on the proposed Thoroughfare Plan: 1. Revising the north-south segment of the Commercial Collector, located between Dallas Parkway and the BNSF railroad, from Prosper Trail to First Street to shift the segment to the east in alignment with existing Cook Lane, and to provide an east-west Commercial Collector segment connecting to Dallas Parkway. The analysis report, existing and proposed Thoroughfare Plan are attached for reference. Prosper is a place where everyone matters. PLANNING Item 8 Page 2 of 3 The following shows the existing and proposed alignment of the Commercial Collector: Legal Obligations and Review: Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Attached Documents: 1. Ordinance 2. Thoroughfare Plan Analysis Report Planning & Zoning Commission Recommendation: At their October 18, 2016, meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 6-0. Town Staff Recommendation: Town staff recommends the Town Council approve an ordinance amending the Town’s Thoroughfare Plan revising a segment of the Commercial Collector located between Dallas Parkway and the BNSF railroad, from Prosper Trail to First Street, as shown on the proposed Thoroughfare Plan. Item 8 Page 3 of 3 Proposed Motion: I move to approve an ordinance amending the Town’s Thoroughfare Plan revising a segment of the Commercial Collector located between Dallas Parkway and the BNSF railroad, from Prosper Trail to First Street, as shown on the proposed Thoroughfare Plan. Item 8 TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, AMENDING THE THOROUGHFARE PLAN MAP OF THE TOWN OF PROSPER’S COMPREHENSIVE PLAN; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE. WHEREAS, the Town Council of the Town of Prosper, Texas (“Town Council”), has investigated and determined that the Thoroughfare Plan of the Town of Prosper (“Prosper”) Comprehensive Plan, adopted by Ordinance No. 12-21,as amended, should be amended; and WHEREAS, Prosper has complied with all notices and public hearings as required by law; and WHEREAS, the Town Council finds that it will be advantageous, beneficial and in the best interests of the citizens of Prosper to amend a portion of the Comprehensive Plan as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendment to Prosper’s Comprehensive Plan, Ordinance No. 12-21. The Thoroughfare Plan Map of the Town of Prosper's Comprehensive Plan, adopted by Ordinance No. 12-21, as amended, is hereby amended to reflect the north-south segment of the Commercial Collector, located between Dallas Parkway and the BNSF railroad, from Prosper Trail to First Street, aligned with existing Cook Lane, and to provide an east-west Commercial Collector segment connecting to Dallas Parkway, as depicted in Exhibit A, attached hereto and incorporated by reference. SECTION 3 Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 4 Savings/Repealing Clause. Prosper’s Comprehensive Plan, adopted by Ordinance 12- 21, shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed Item 8 Ordinance No. 16-__, Page 2 to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 5 Effective Date. This Ordinance shall become effective from and after its adoption. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 8TH DAY OF NOVEMBER, 2016. ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 8 Le g a c y D r First St Pre s t o n R d FM 4 2 3 US Highway 380 D a l l a s N o r t h T o l l w a y Sh a w n e e T r l Fish Trap Rd Prosper Trl Te e l P k w y Cr a i g R d Fish Trap Rd Parvin Rd Co i t R d PrairieDr H i l l c r e s t R d Richland Blvd N. C o l e m a n S t FM 1 3 8 5 La C i m a B l v d Frontier Pkwy Mc k i n l e y S t Gee Rd S. C o l e m a n S t Ha y s R d M a h a r d P k w y Broadway St Cu s t e r R d Lovers Ln DN T F r o n t a g e BN S F R R Legend Major Roads Minor Roads Proposed Roads Railroad Parcels ^_ 0 1,500 3,000750 Feet O 1 inch = 1,500 feet Source: Town of Prosper, PlanningDate: October 12, 2016 Prosper Thoroughfare PlanDISCLAIMER. The Town of Prosper has prepared this map or information for internal use only. It is made available under the Public Information Act. Any reliance on this map or information is AT YOUR OWN RISK. Prosper assumes no liability for any errors, omissions, or inaccuracies in the map or information regardless of the cause of such or for any decision made, action taken, or action not taken in reliance upon any maps or information provided herein. Prosper makes no warranty, representation, or guarantee of any kind regarding any maps or information provided herein or the sources of such maps or information and DISCLAIMS ALL REPRESENTATIONS AND WARRANTIES, EXPRESSED AND IMPLIED, including the implied warranties of merchantability and fitness for a particular purpose. Thoroughfare Plan Dallas North Tollway, Dedicated Truck Route 6 Lane Divided 3 Lane Undivided Couplet 4 Lane Divided Commercial Collector Old Town District Access Roads Grade Separation RR Grade Separation Item 8 2711 N. Haskell Avenue, Suite 3300 Dallas, Texas 75204 214-217-2200 fax 214-217-2201 www.freese.com MEMORANDUM Freese and Nichols, Inc, (FNI) was retained by the Town of Prosper to develop and perform a qualitative assessment of alternative alignments of the proposed DNT Backer Road. The DNT Backer Road consists of a supporting north-south corridor between US 380 and Frontier Parkway that would provide Prosper with supporting access and circulation to programmed uses along this portion of the corridor. The study methodology included review of existing and proposed roadway network, existing thoroughfare plan, future land use plan, aerial photography, schematics for the proposed Dallas North Tollway (DNT), and Prestonwood Baptist Church Traffic Study. Two conceptual alternative alignments of DNT Backer Road between First Street and Prosper Trail were developed in consultation with the town staff. A qualitative assessment of the alternatives was conducted by comparing them against a set of evaluation criteria developed for the analysis, leading to recommendation of the preferred alternative. This memorandum documents the methodology and findings from the assessment. 1.1 Study Background Following is the history and status of the proposed alignment as described in the agenda of Town Council Meeting1 dated February 11, 2014. Since October 14, 2003, the Town’s Thoroughfare Plans have depicted future roadways paralleling the Dallas North Tollway on either side from First Street to Frontier Parkway. As part of the October 10, 2006, public hearing for the zoning request for Prestonwood Baptist Church, the Town Council discussed the Town’s Thoroughfare Plan and the impact the future roadway paralleling the Dallas North Tollway would have on the proposed development of Prestonwood Baptist Church. The location of the proposed roadway, as depicted on the Town’s Thoroughfare Plan, was in direct conflict with the church’s sanctuary so alternative alignments for the roadway were discussed. Based on the feedback at that meeting, the Town Council approved the zoning request for Prestonwood Baptist Church and recommended the future roadway paralleling the Dallas North Tollway from First Street to Prosper Trail be realigned to connect with Cook Lane south of Prosper Trail. 1 http://www.prospertx.gov/government/town -council/minutes-agendas-packets/ TO: Hulon T. Webb, Jr., P.E. Executive Director of Development and Community Services Town of Prosper CC: Jeff Payne, P.E. FROM: Sandip Faldu, P.E. SUBJECT: DNT Backer Road Analysis – Final memorandum DATE: 8/3/2016 PROJECT: DNT Backer Road Analysis Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 2 of 11 Prior to and during the review of the preliminary site plan for Prestonwood Baptist Church, Town staff met with representatives from Prestonwood Baptist Church, Blue Star Land, and Tomlin Investments in an effort to reach consensus on the proposed realignment of the roadway paralleling the Dallas North Tollway from First Street to Prosper Trail. As depicted on the preliminary site plan, a realignment of the future roadway paralleling the Dallas North Tollway, as well as a new east-west divided thoroughfare, recommended by a traffic impact analysis performed by Prestonwood Baptist Church’s engineer, had significant impact to the affected properties. Needless to say, consensus could not be reached and since Prestonwood Baptist Church was requiring timely approval of the preliminary site plan, they depicted the future roadways within the property boundaries of Prestonwood Baptist Church with a note that the alignment of the roadways would be determined in the future. As part of the Town’s update to the Comprehensive Plan in 2012, the Town’s consultant evaluated the Town’s Thoroughfare Plan and also the alternative to realign the future roadway paralleling the Dallas North Tollway from First Street to Prosper Trail to connect with Cook Lane south of Prosper Trail. The recommendation was that a continuous DNT Backer Road east of the Dallas North Tollway, from US 380 to Frontier Parkway, would help to support development connectivity and accessibility. As depicted on the DNT Backer Road exhibit from the Comprehensive Plan, a realignment of the DNT Backer Road at Prosper Trail was identified to avoid existing development and retain continuity for development opportunity to the north and south. This realigned commercial collector would still allow for 400’ - 600’ lot depth for properties along the Dallas North Tollway. With the adoption of the Comprehensive Plan, the Town’s Thoroughfare Plan was updated to illustrate the recommended alignment of the DNT Backer Road east of the Dallas North Tollway. Since the adoption of the Town’s Comprehensive Plan in 2012, Town staff has met again with representatives of Prestonwood Baptist Church and Blue Star Land to discuss the recommended location of the DNT Backer Road east of the Dallas North Tollway. As depicted on the preliminary site plan for Prestonwood Baptist Church, a proposed fire lane on the western edge of the Prestonwood Baptist Church property was discussed as a potential alignment for the DNT Backer Road. This location would achieve the desired connectivity to the north and south, save Prestonwood Baptist Church the construction costs associated with a fire lane since the DNT Backer Road would be constructed in its place, and provide a potential land sale of property to Blue Star west of the DNT Backer Road to deepen the property along the Dallas North Tollway. The consensus from the last meeting in early 2013, was that Prestonwood Baptist Church and Blue Star Land would continue discussions on an alignment of the DNT Backer Road that would be amicable to their proposed developments. On January 31, 2014, the engineer for Prestonwood Baptist Church informed Town staff that Prestonwood Baptist Church and Blue Star are still discussing the proposed alignment of the DNT Backer Road east of the Dallas North Tollway between their respective properties. Town staff will continue to assist Prestonwood Baptist Church and Blue Star Land on an alignment of the DNT Backer Road east of the Dallas North Tollway that will avoid proposed development while retaining continuity for development opportunity to the north and south as recommended in the Town’s 2012 Comprehensive Plan. Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 3 of 11 1.2 Existing Roadway Network The existing roadway network in the vicinity of the proposed DNT Backer Road consists of a one-mile grid of major and minor thoroughfares. Prosper Trail runs east-west and is currently a four-lane divided roadway from just east of Dallas Parkway to just east of Preston Road. Beyond these limits, it is a two-lane undivided road. To the south, First Street is two-lane undivided through the town except for the section between Preston Road and Coit Road, where it widens to four-lane divided street. Major north-south roadways on either side of the proposed DNT Backer Road consist of N. Coleman Street, which is two-lane undivided. To the west, Dallas Parkway is currently a two-lane undivided facility that would be replaced by the northbound frontage road of the proposed DNT Phase 4A. Figure 1 shows the existing roadway network in the study area. Figure 1. Existing Roadways in the Study Area (Map source: www.maps.google.com) Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 4 of 11 2.1 Thoroughfare Plan Review The latest thoroughfare plan for the Town, adopted in August 2012, shows DNT Backer Road as a continuous two-lane wide commercial collector facility between US 380 and Frontier Parkway that ties into CR 50 to the north. The alignment runs parallel to and approximately 1000 ft. east of DNT. The alignment jogs to the left on either side of Prosper Trail to avoid the Prestonwood Baptist Church property. To the west of DNT, another proposed four-lane wide roadway would run north-south generally parallel to DNT from Frontier Parkway to future Lovers Lane, then turn west to tie to Teel Parkway. The plan also identifies Frontier Parkway and US 380 as six-lane wide major east-west thoroughfares, while Prosper Trail and First Street as four-lane wide minor thoroughfares. Another minor thoroughfare is Lovers Lane that would run east-west from west of DNT to east of Preston Road, and run north-south to the west and east. A grade separation is planned along Lovers Lane at the BNSF railroad crossing. A snapshot from the Town’s thoroughfare plan showing roadways in the vicinity of DNT is shown in Figure 2. Figure 2. Snapshot from Prosper Thoroughfare Plan (Source: Town of Prosper) Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 5 of 11 2.2 Future Land Use Plan Review The future land use plan, amended in June 2014, was used as reference in the current analysis. Land use along both sides of the future DNT is designated as “Tollway District” for commercial/retail use. Between Prosper Trail and First Street, the Tollway District extends from DNT to the proposed DNT Backer Road. East of the proposed DNT Backer Road, to the BNSF railroad, the land use is designated as “Business Park” comprising of public/institutional and office uses. North of Prosper Trail between DNT Backer Road and Preston Road, the land use is mainly medium density residential. South of First Street, between DNT and BNSF railroad, the land use is Tollway District, while east of the railroad till Preston Road, the designated land use in town center. A snapshot from the Town’s future land use plan showing land use near DNT is shown in Figure 3. Figure 3. Snapshot from Future Land Use Plan (Source: Town of prosper) Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 6 of 11 2.3 DNT Expansion Plans Review The current two-lane undivided Dallas Parkway that runs through the Town of Prosper is located in the same general alignment of future DNT northbound frontage road as part of the proposed DNT Phase 4A. As shown in Figure 4, DNT Phase 4A would extend from US 380 near southern limits of Prosper to FM 428 in Celina, and is part of the phased northward expansion of DNT being undertaken by the North Texas Tollway Authority (NTTA). The schematic and environmental assessment for DNT Phase 4A has been completed. As per the schematics available on the NTTA website2, the segment through the Town of Prosper would have six tolled mainlanes with two and three-lane frontage roads for north and southbound travel, respectively. In addition, there would be auxiliary lanes on mainlanes and frontage roads between the ramp terminals. The average daily traffic (ADT) forecasted on DNT northbound frontage road just south of Prosper Trail is 12,000 vehicles in year 2030 as per NTTA projections. In the same year, ADT on Prosper Trail just east of DNT would be 16,000 vehicles. Figure 4. DNT Phase 4A expansion through Town of Prosper (Source: www.NTTA.org) 2 https://www.ntta.org/roadsprojects/futproj/dntphase45/Pages/Project-Meeting-Materials.aspx Study Area Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 7 of 11 2.4 Presbyterian Baptist Church Traffic Study A traffic impact study was conducted by the church in March 2007. The study evaluated the impacts based upon the need for a 5000-seat sanctuary, and having a single service by the year 2013. Per the study, the church would generate 4,127 daily trips on weekdays and 7,650 trips on Sundays. Analysis was conducted for weekday AM and PM peak hours and Sunday peak hour of adjacent traffic for year 2006 (existing traffic) and year 2013 (site buildout). Based on the results of the analysis, the study recommended traffic related measures to mitigate projected impacts. At the time of the study, DNT terminated south of Town of Prosper, and Prosper Trail was a two-lane undivided facility. The study assumed that DNT will be extended to north of Town of Prosper operating as a two- lane two-way facility by 2013, and Prosper Trail near the church site will be improved to a four-lane divided facility by year 2011. The study further assumed that Cook Drive would be constructed to connect with the future east/west collector that will be located between Prosper Trail and First Street. Based on these assumptions, the study concluded that “acceptable traffic operational conditions will be achieved with the improved transportation infrastructure upon the addition of site-related traffic”. The study also concluded that Prosper Trail, as a four-lane facility, is expected to operate at LOS D or better for a brief period of time on Sunday for the year 2013 buildout condition. Also, the church traffic will have a significant impact on roadway conditions only during the Sunday peak hour when church attendance reaches capacity. Figure 5. Prestonwood Baptist Church - Preliminary Site Plan (Source: Town of Prosper) Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 8 of 11 3.1 Alternative Alignments of DNT Backer Road Based on the review of the information discussed earlier in this memorandum, and discussions with the town staff, two alternatives were developed for the alignment of the proposed DNT Backer Road as shown in Figure 6. Figure 6. Alternative Alignments of Proposed DNT Backer Road (Map source: www.maps.google.com) Alternative-2: Off-set Alignment, would run as a discontinuous facility between US 380 and Frontier Parkway. The section between US 380 and W First Street and between Prosper Trail and Frontier Parkway would run approximately 1000 ft. east of the future DNT northbound frontage road, while the section between Prosper Trail and First Street would be located further to the east to align with existing Cook Lane just east of the Presbyterian Baptist Church. Alternative-1: Continuous Alignment, would run as a continuous facility between US 380 and Frontier Parkway approximately 1000 ft. east of the future DNT northbound frontage road. However, near Prosper Trail, the alignment would shift to the west to run along the west property line of Presbyterian Baptist Church, approximately 300 ft. from the DNT northbound frontage road. North of Prosper Trail, the alignment would shift again to the east, and run along the west side of the existing single family residential neighborhood, and ultimately tie into CR 50 at Frontier Parkway. This alignment is similar to the one shown on the thoroughfare plan. Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 9 of 11 3.2 Evaluation Criteria A set of evaluation criteria were used for a qualitative comparison of the two alternatives for the DNT Backer Road as discussed below: Mobility: This criterion would evaluate how effectively an alternative would maintain flow of traffic under existing and future traffic conditions. Traffic forecasts for DNT Backer Road are not available, however it is reasonable to assume that regional traffic in the north-south direction would use either DNT or Preston Road. Access: This criterion would evaluate how effectively an alternative would help maintain access to existing and proposed property. Property Impacts/Economic Benefit: This criterion would evaluate the need for right of way acquisition, and impact on existing and future development parcels. Potential for future growth in development would also be evaluated. Network Compatibility: This criterion would evaluate the compatibility of an alternative with existing and planned thoroughfare network. Factors such as system continuity, corridor and intersection spacing would be considered. DNT Backer Road is not intended to be a regionally significant corridor extending across multiple cities. 3.3 Evaluation of Alternatives Table 1. Qualitative Evaluation of Alternatives Criteria Alternative -1: Continuous Alignment Alternative -2: Off-set Alignment Mo b i l i t y Traffic flow The continuous alignment would help flow of local traffic in the north-south direction over longer distances without the need of negotiating left or right turns at intersections. The off-set alignment would discourage local north-south traffic traveling from US 380 to Frontier Parkway. However, construction of DNT would provide a more direct through route reducing the demand for such through movement using the DNT Backer Road. Future traffic needs DNT Backer Road would serve as a commercial collector as identified in Prosper's thoroughfare plan. The DNT Backer Road would serve as a back door to the future Tollway District land uses. This alignment would also serve future local traffic, but for shorter distances. North-south traffic flow between W First Street and Prosper Trail is still accomplished. Ac c e s s Access to existing property The continuous alignment along the west of the church, is not intended to be a major access to the church since the primary access are along Prosper Trail and Cook Lane. Extension of Cook Lane to W First Street provides additional access to the church from south. Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 10 of 11 Criteria Alternative -1: Continuous Alignment Alternative -2: Off-set Alignment Ac c e s s Access to future development DNT Backer Road, being a commercial collector, would allow continuity of access to future office, commercial and retail development along the DNT. The offset alignment would provide access to developable property between W First Street and Prosper Trail west of the railroad that does not front DNT. Pr o p e r t y I m p a c t s / Ec o n o m i c B e n e f i t Impact on existing development With DNT Backer Road at about 300 ft from DNT, it would not impact the church. If it was desired to maintain greater distance between the DNT northbound service road intersection and the DNT Backer Road intersection at Prosper Trail, it would require shifting the alignment of the roadway to the east, impacting the NW corner of the church property. This alignment would not have any impact on the existing and future phased development of PB Church. Impact on potential future growth Allows about a 1000 ft deep development zone along DNT that narrows to about 300 ft adjacent to the PB Church. Introduction of horizontal curves to go around the west of the church property would create irregularly shaped development parcels. Creates a 2400 ft deep development zone along the DNT. The straight alignment between W First Street and Prosper Trail, follows the property line with minimal impacts. Ne t w o r k C o m p a t i b i l i t y System continuity As per Town of Prosper's current thoroughfare plan, the DNT Backer Road would run a length of about 3 miles between US 380 on the south side to Frontier Parkway and tie into CR 50 in a continuous alignment. Extension to the south of US 380 would encounter constraints such as crossing of floodplain and BNSF railroad. This alignment would not allow for continuity of DNT Backer Road Corridor spacing A major constraint of the continuous alignment of DNT Backer Road is its location near Prosper Trail. At W First Street, the roadway would be located about 1000 ft from future DNT, however, going north, the alignment would need to shift west to avoid the PB Church property, putting its intersection with Prosper Trail in close proximity of about 300 ft from the DNT northbound frontage road intersection. To locate the intersection further from DNT would require acquiring a portion of the church property. Under the offset alignment, the section of DNT Backer Road between W First Street and Prosper Trail would align with the existing Cook Lane located about 2400 ft from DNT. This would ideally place the alignment about half way between the adjacent north-south roadways of DNT to the west and Coleman Street to the east. Item 8 DNT Backer Road Analysis – Final memorandum 8/3/2016 Page 11 of 11 Based on the qualitative evaluation of the alternatives for their ability to satisfy the evaluation criteria, the alternatives were scored on a scale of 1 through 5 for each criterion. Table 2 presents a summary comparison of relative scoring of the alternatives, using an equal weighting for each evaluation criteria. Table 2. Relative Scoring of Alternatives against Evaluation Criteria 4.0 Conclusion Based on the qualitative evaluation of the alternatives, the off-set alignment scored slightly better than the continuous alignment, and should be considered for further evaluation. The continuous alignment between US 380 and Frontier Parkway would enable more efficient flow of traffic in the north-south direction. However, the need to shift the alignment to the west of Presbyterian Baptist church is a major drawback due to proximity of its intersection at Prosper Trail with the DNT northbound service road intersection. Also, it is anticipated that due to the construction of DNT, the DNT Backer Road would serve more of a local collector street and is not intended to facilitate north- south mobility. The off-set alignment, while not facilitating continuous north-south movement across Town of Prosper, would effectively serve existing and future local traffic with no property impacts due to its straight alignment. An east-west connection between DNT northbound service road and DNT Backer Road along south of PB Church property would further enhance traffic circulation and access in the area. It is important to note that the alternatives evaluation and findings presented in this memorandum are based on qualitative analysis using currently available information. As more information on size and nature of future land development in the area becomes available, a traffic study including estimation of future traffic demand and operational evaluation of roadway segments and intersections in the study area can be performed for a more technical evaluation of the alignment alternatives. Criteria Alternative -1: Continuous Alignment Alternative -2: Off-set Alignment Mobility Traffic flow 4 3 Future traffic needs 5 5 Access Access to existing property 4 5 Access to future development 4 4 Property Impacts/ Economic Benefit Impact on existing development 4 5 Impact on potential future growth 4 5 Network Compatibility System continuity 4 3 Corridor spacing 3 5 Total Score 32 35 Item 8 Page 1 of 3 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 – November 8, 2016 Agenda Item: Conduct a Public Hearing to receive public comments concerning the amendment of the land use assumptions and capital improvements plan, and the imposition of an impact fee for water, wastewater, and roadway utilities. (MD16-0012). Description of Agenda Item: On November 8, 2011, the Town Council adopted an ordinance updating the Town's land use assumptions (LUA), capital improvement plan (CIP), and water, wastewater and roadway impact fees. Section 395 of the Texas Local Government Code (TxLGC) requires any political subdivision imposing an impact fee to update the land use assumptions and the capital improvement plan at least every five years. The TxLGC also sets forth a number of requirements regarding the adoption of the LUA, CIP, and impact fees. The CIP must be based on a set of adopted LUA, which include a description of the service area and projections of changes in land use densities, intensities and population in the service area over at least a ten-year period. The four basic components of the LUA include a description of the existing conditions, service area determination, ten-year growth projections, and ultimate growth projections at build-out. Once the LUA has been completed, the CIP is then prepared by a registered professional engineer in accordance with Section 395.014 of the TxLGC and includes: an assessment of existing capital facilities; total capacity and current levels of usage; a description of each type facility and associated costs for improvements necessitated by and attributable to new development based on the LUA; determination of a service unit and consumption, discharge, or use of facility by service unit; total number of projected service units based on the LUA; the projected demand for capital improvement over the next ten years; an equivalency table establishing the ratio of a service unit to various types of land uses; and a plan for awarding a credit per one of the options listed in Section 395.014 of the TxLGC. Prosper is a place where everyone matters. PLANNING Item 9 Page 2 of 3 Once the LUA and CIP are complete, a registered professional engineer must perform an impact fee analysis in accordance to Section 395 of the TxLGC and determine a maximum impact fee per service unit. On November 10, 2015, the Town Council approved a professional services agreement between the Town of Prosper and Freese & Nichols, Inc., regarding the update of the Town's Water, Wastewater and Roadway Impact Fees. Section 395 of the TxLGC requires the Town Council to appoint a Capital Improvements Advisory Committee (CIAC) to serve in an advisory capacity to the Council. On February 9, 2016, the Town Council appointed the following members to the CIAC: 1. John Alzner (Planning & Zoning Commission) 2. Craig Andres (Planning & Zoning Commission) 3. Bobby Atteberry (Planning & Zoning Commission) 4. Brandon Daniel (Planning & Zoning Commission) 5. Drake Dunn (ETJ Representative) 6. John Hema (Planning & Zoning Commission) 7. Chad Robertson (Planning & Zoning Commission) 8. David Snyder (Planning & Zoning Commission) Freese & Nichols, Inc. has completed an update to the Town's LUA and CIP, performed an impact fee analysis, and determined the maximum impact fee per service unit for water, wastewater, and roadways. The impact fee analysis performed by Freese & Nichols, Inc. is attached. The CIAC has reviewed the LUA, CIP, and impact fees for water, wastewater, and roadways. The Impact Fee Study prepared by Freese & Nichols is attached for reference. Budget Impact: The amount of impact fees assessed and collected directly impacts the amount of funds the Town is able to use to offset the cost of capital improvements. Legal Obligations and Review: The impact fee update process has been performed in accordance with Section 395 of the TxLGC. Attached Documents: 1. Impact Fee Study performed by Freese & Nichols, Inc. 2. Impact Fee Update PowerPoint presentation by Freese & Nichols, Inc. CIAC Recommendation: On October 4, 2016, the CIAC: 1. Accepted the land use assumptions, capital improvements plan, and impact fee calculations as outlined in the draft impact fee study; and 2. Recommended the Town Council set the water, wastewater, and roadway impact fees at the maximum allowable fee per the impact fee study Item 9 Page 3 of 3 Town Staff Recommendation: No action is required, but staff recommends the Town Council continue the Public Hearing to the February 14, 2017, Town Council meeting. The Council’s Strategic Planning Session is tentatively scheduled for January 25, 2017. At that time, impact fees and other development- related fees will be discussed. Proposed Motion: I move to continue the Public Hearing to the February 14, 2017, Town Council meeting. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper DRAFT Water, Wastewater, and Roadway Impact Fee Report October 2016 Prepared for: Town of Prosper Prepared by: FREESE AND NICHOLS, INC. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 (817) 735-7300 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report October 2016 Prepared for: Town of Prosper Prepared by: FREESE AND NICHOLS, INC. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 817-735-7300 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF MELISSA BRUNGER, P.E., TEXAS NO. 106372 ON OCTOBER 27, 2016. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144 DRAFT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF KEVIN ST. JACQUES, P.E., TEXAS NO. 69700 ON OCTOBER 27, 2016. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F- 2144 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper i TABLE OF CONTENTS Executive Summary ........................................................................................................................ ES-1 1.0 BACKGROUND ..................................................................................................................... 1-1 2.0 LAND USE ASSUMPTIONS................................................................................................ 2-2 2.1 Service Area ............................................................................................................... 2-2 2.2 Historical Population ................................................................................................. 2-2 2.3 Projected Population ................................................................................................. 2-3 2.4 Land Use .................................................................................................................... 2-5 3.0 WATER AND WASTEWATER ANALYSIS ..................................................................... 3-1 3.1 Existing Water and Wastewater Systems .................................................................. 3-1 3.2 Water and Wastewater Model Update and Calibration ........................................... 3-2 3.2.1 Water Model ...................................................................................................... 3-2 3.2.2 Wastewater Model............................................................................................. 3-3 3.3 Water and Wastewater Load Projections ................................................................. 3-3 3.4 Design Criteria ........................................................................................................... 3-6 3.4.1 Water Design Criteria ......................................................................................... 3-6 3.4.2 Wastewater Design Criteria ............................................................................. 3-11 3.5 Water and Wastewater System Improvements ...................................................... 3-11 3.6 Water and Wastewater Impact Fee Analysis .......................................................... 3-17 3.6.1 Eligible CIP Costs............................................................................................... 3-17 3.6.2 Service Units ..................................................................................................... 3-22 3.6.3 Maximum Impact Fee Calculations .................................................................. 3-24 4.0 ROADWAY IMPACT FEE ANALYSIS .............................................................................. 4-1 4.1 Methodology ............................................................................................................. 4-3 4.2 Roadway Impact Fee Calculation Inputs ................................................................... 4-4 4.2.1 Land Use Assumptions ....................................................................................... 4-4 4.2.2 Capital Improvements Plan ................................................................................ 4-5 4.3 Methodology For Roadway Impact Fees ................................................................... 4-9 4.3.1 Service Area ........................................................................................................ 4-9 4.3.2 Service Units ....................................................................................................... 4-9 4.3.3 Cost Per Service Unit ........................................................................................ 4-12 4.3.4 Cost of the CIP .................................................................................................. 4-12 4.3.5 Service Unit Calculation ................................................................................... 4-18 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ii 4.4 Impact Fee Calculation ............................................................................................ 4-23 4.4.1 Maximum Assessable Roadway Impact Fee Per Service Unit .......................... 4-23 4.4.2 Plan For Awarding the Roadway Impact Fee Credit ........................................ 4-25 4.4.3 Service Unit Demand Per Unit of Development .............................................. 4-27 4.5 Sample Calculations ................................................................................................. 4-30 4.6 Conclusion ............................................................................................................... 4-32 LIST OF TABLES Table 1-1 Abbreviations ......................................................................................................... 1-2 Table 2-1 Historical Population .............................................................................................. 2-3 Table 2-2: Projected Water Service Population ...................................................................... 2-4 Table 2-3 Projected Wastewater Service Population ............................................................ 2-4 Table 2-3 Developed Non-residential Acreage ...................................................................... 2-5 Table 3-1 Historical Water Demands ..................................................................................... 3-4 Table 3-2 Water Demand Projections Design Criteria ........................................................... 3-5 Table 3-3 Water Demand Projections ................................................................................... 3-5 Table 3-4 Historical Wastewater Flow to NTMWD ................................................................ 3-6 Table 3-5 Wastewater Flow Projections ................................................................................ 3-6 Table 3-6 Water System CIP Summary ................................................................................ 3-12 Table 3-7 Wastewater System CIP Summary ....................................................................... 3-15 Table 3-8 Water System Impact Fee Eligible Project Summary .......................................... 3-18 Table 3-9 Wastewater System Impact Fee Eligible Project Summary ................................. 3-19 Table 3-10 Service Unit Equivalencies ................................................................................... 3-23 Table 3-11 Water Service Units ............................................................................................. 3-23 Table 3-12 Wastewater Service Units .................................................................................... 3-24 Table 3-13 Impact Fee by Meter Size .................................................................................... 3-26 Table 4-1 Land Use Assumptions for Roadway Impact Fees ................................................. 4-5 Table 4-2 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 1 . 4-6 Table 4-3 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 2 . 4-7 Table 4-4 Service Volumes for Proposed Facility Types ...................................................... 4-11 Table 4-5 Service Volumes for Existing Facility Types ......................................................... 4-11 Table 4-6 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Projections – Service Area 1 ..................................................................................... 4-16 Table 4-7 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Opinions – Service Area 2 ......................................................................................... 4-17 Table 4-8 Service Unit Equivalency Calculations ................................................................. 4-21 Table 4-9 10 Year Growth Projections ................................................................................. 4-22 Table 4-10 Maximum Assessable Roadway Impact Fee ........................................................ 4-26 Table 4-11 Land Use / Vehicle-Mile Equivalency Table (LUVMET) ........................................ 4-29 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper iii LIST OF FIGURES Figure 2-1 Population by Planning Area .................................................................................. 2-4 Figure 2-2 Non-residential Acreage by Planning Area ............................................................ 2-6 Figure 3-1 UPP Recommended Ground Storage Capacity ...................................................... 3-8 Figure 3-2 LPP Recommended Ground Storage Capacity ....................................................... 3-8 Figure 3-3 UPP Recommended Firm Pumping Capacity ......................................................... 3-9 Figure 3-4 LPP Recommended Firm Pumping Capacity .......................................................... 3-9 Figure 3-5 UPP Recommended Elevated Storage Capacity .................................................. 3-10 Figure 3-6 LPP Recommended Elevated Storage Capacity ................................................... 3-10 Figure 3-7 Buildout Water System Capital Improvement Projects ....................................... 3-13 Figure 3-8 Buildout Wastewater System Capital Improvement Projects ............................. 3-16 Figure 3-9 Water System Impact Fee Capital Improvement Projects................................... 3-20 Figure 3-10 Wastewater System Impact Fee Capital Improvement Projects ........................ 3-21 Figure 4-1 CIP for Roadway Impact Fees ................................................................................ 4-8 LIST OF APPENDICES Appendix A Water System Model Calibration Data Appendix B Wastewater System Flow Monitoring and Model Validation Data Appendix C Water Demand and Wastewater Flow Projections Appendix D Water System Project Cost Estimates Appendix E Wastewater System Project Cost Estimates Appendix F Roadway Project Cost Estimates Appendix G CIP Service Units of Supply Appendix H Existing Roadway Facilities Inventory Appendix I Impact Fee Ordinance Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-1 EXECUTIVE SUMMARY The purpose of this report is to present the methodology used in the development and calculation of water, wastewater, and roadway impact fees for the Town of Prosper. The methodology used herein satisfies the requirements of the Texas Local Government Code Chapter 395 for the establishment of impact fees. Texas Local Government Code Chapter 395 requires an impact fee analysis before impact fees are set. Chapter 395 requires that land use assumptions and capital improvement plans be updated at least every five years, and the Town of Prosper last performed an impact fee analysis in 2011. Maximum Allowable Water Impact Fee The cost of water capital improvements to serve development projected to occur between 2016 and 2026 is $52,625,355. A 4.0% interest rate was used to calculate financing costs. The increase in the number of service units due to growth over the next ten years is projected as 9,178 service units. The maximum allowable water impact fee with the credit is $3,821 per service unit. The maximum allowable water impact fee calculation is summarized as follows: Water Impact Fee: Impact Fee Eligible Capital Improvement Costs $52,625,355 Financing Costs $17,504,846 Total Eligible Costs $70,130,201 Growth in Service Units 9,178 Maximum Water Impact Fee = Total Eligible Costs/Growth in Service Units = $70,130,201/9,178 = $7,641 per Service Unit Maximum Allowable Water Impact Fee = Maximum Impact Fee – Credit (50%) = $7,641- $3,821 = $3,821 per Service Unit Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-2 Maximum Allowable Wastewater Impact Fee The cost of wastewater system capital improvements to serve development projected to occur between 2016 and 2026 is $38,668,633. A 4.0% interest rate was used to calculate financing costs. The increase in the number of service units due to growth over the next ten years is projected as 9,130 service units. The maximum allowable wastewater impact fee with the credit is $2,822 per service unit. The maximum allowable wastewater impact fee calculation is summarized as follows: Impact Fee Eligible Capital Improvement Costs $38,668,633 Financing Costs $12,862,402 Total Eligible Costs $51,531,035 Growth in Service Units 9,130 Maximum Wastewater Impact Fee = Total Eligible Costs/Growth in Service Units = $51,531,035/9,130 = $5,644 per Service Unit Maximum Allowable Wastewater Impact Fee = Maximum Impact Fee – Credit (50%) = $5,644 - $2,822 = $2,822 per Service Unit Maximum Allowable Roadway Impact Fee The total cost of roadway capital improvements to serve future development projected to occur between 2016 and 2026 is $271,171,548. The Town has historically not collected the maximum allowable impact fee. By the requirements of Chapter 395, to collect the maximum fee would require a specific finance study. In the alternative, the Town must credit the cost of the CIP by 50%. The increase in the number of service units due to growth over the next ten year period is 100,840 vehicle-miles. With the 50% credit to the CIP, the maximum allowable roadway impact fee is $1,261 in Service Area 1 and $956 in Service Area 2. The maximum allowable roadway impact fee calculation for each service area is summarized as follows: Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper ES-3 Service Area 1: West of Railroad Tracks Growth in Service Units (veh-mi) 50,227 Cost of CIP and Financing Attributable to New Development $126,759,177 Maximum Roadway Impact Fee = Cost Attributable to New Dev./Growth in Serv Units = $126,759,177 / 50,227 = $2,522 per Service Unit Maximum Allowable Roadway Impact Fee = Maximum Impact Fee – Credit (50%) = $2,522 - $1,261 = $1,261 per Service Unit Service Area 2: East of Railroad Tracks Growth in Service Units (veh-mi) 50,613 Cost of CIP and Financing Attributable to New Development $96,859,500 Maximum Roadway Impact Fee = Cost Attributable to New Dev./Growth in Serv Units = $96,859,500 / 50,613 = $1,912 per Service Unit Maximum Allowable Roadway Impact Fee = Maximum Impact Fee – Credit (50%) = $1,912 - $956 = $956 per Service Unit Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 1-1 1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact fees can be created and assessed. Chapter 395 defines an impact fee as “a charge or assessment imposed by a political subdivision against new development in order to generate revenue for funding or recouping the costs of capital improvements or facility expansions necessitated by and attributable to the new development.” In September 2001, Senate Bill 243 amended Chapter 395 thus creating the current procedure for implementing impact fees. Chapter 395 identifies the following items as impact fee eligible costs: • Construction contract price • Surveying and engineering fees • Land acquisition costs • Fees paid to the consultant preparing or updating the capital improvements plan (CIP) • Projected interest charges and other finance costs for projects identified in the CIP Chapter 395 also identifies items that impact fees cannot used to pay for, such as: • Construction, acquisition, or expansion of public facilities or assets other than those identified on the capital improvements plan • Repair, operation, or maintenance of existing or new capital improvements • Upgrading, updating, expanding, or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental, or regulatory standards • Upgrading, updating, expanding, or replacing existing capital improvements to provide better service to existing development • Administrative and operating costs of the political subdivision Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 1-2 • Principal payments and interest or other finance charges on bonds or other indebtedness, except as allowed above In December 2015, the Town of Prosper authorized Freese and Nichols, Inc. (FNI) to perform an impact fee analysis on the Town’s water and wastewater systems as well as a roadway system impact fee analysis. The purpose of this report is to present the methodology used in the development and calculation of water, wastewater, and roadway impact fees for the Town of Prosper. The methodology used herein satisfies the requirements of the Texas Local Government Code Chapter 395 for the establishment of water, wastewater, and roadway impact fees. Table 1-1 provides a list of abbreviations used in this report. Table 1-1 Abbreviations Abbreviation Full Nomenclature CIP Capital Improvements Plan CIAC Capital Improvements Advisory Committee ETJ Extra-territorial Jurisdiction hp Horse Power GIS Geographic Information System gpad Gallons Per Acre per Day gpcd Gallons Per Capita Per Day ITE Institute of Transportation Engineers FNI Freese and Nichols, Inc. LPP Lower Pressure Plane MGD Million Gallons per Day NHTS National Household Travel Survey NCTCOG North Central Texas Council of Governments NTMWD North Texas Municipal Water District PD Positive Displacement PS Pump Station psi Pounds per square inch SCADA Supervisory Control and Data Acquisition TCEQ Texas Commission on Environmental Quality UPP Upper Pressure Plane UTRWD Upper Trinity Regional Water District WWTP Wastewater Treatment Plant Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-2 2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water, wastewater, and roadway systems. Water demands and wastewater flows depend on the residential population and commercial development served by the systems and determines the sizing and location of system infrastructure. Residential population and commercial development projections are also required to size roadway facilities in terms of number of dwelling units and employment. Land use assumptions for the purpose of roadway impact fees can be found in Section 4.2.1. A thorough analysis of historical and projected populations, along with land use, provides the basis for projecting future water demands and wastewater flows. 2.1 Service Area The service area for Town of Prosper’s water and wastewater systems is defined as the Town limits and the existing extra-territorial jurisdiction (ETJ). The current boundary of the service area encompasses the entire Town limits. The area within the Town limits and west of the BNSF railroad is largely undeveloped at this time. Figures 2-1 and 2-2 illustrate the water and wastewater service area. For the purpose of calculating roadway impact fees, the Town of Prosper was divided into two service areas with the BNSF railroad being the divider. Figure 4-1 illustrates the two roadway service areas. 2.2 Historical Population The Town of Prosper provided yearly population data from 2005 through 2015. The data indicated an annual average growth rate of 14.9% over the last 10 years. Table 2-1 presents the historical populations for the Town of Prosper. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-3 Table 2-1 Historical Population Year Population(1) Population Growth Growth Rate 2005 4,100 - - 2006 5,250 1,150 28.0% 2007 6,050 800 15.2% 2008 6,350 300 5.0% 2009 7,100 750 11.8% 2010 9,350 2,250 31.7% 2011 11,160 1,810 19.4% 2012 12,190 1,030 9.2% 2013 13,380 1,190 9.8% 2014 14,710 1,330 9.9% 2015 15,970 1,260 8.6% Average - - 14.9% (1)Historical population is based on NCTCOG and Census data. 2.3 Projected Population Town of Prosper Development Services provided population projections and non-residential growth in the form of GIS shapefiles. This data consisted of planning areas, small areas of land with a designated land use, with their projected population and non-residential acreage for each planning period. A large portion of the projected growth is expected to take place in the largely undeveloped area west of the BNSF railroad. Town of Prosper Development Services is forecasting significant residential growth alongside substantial non-residential development in this area in the next five to ten years. The area east of the BNSF railroad within the Town limits will continue to experience steady population growth as it is currently not completely built out. Table 2-2 and Table 2-3 present the population projections for the Town of Prosper water and wastewater service areas, respectively. Since a portion of the population is currently served by septic systems, the wastewater population served is smaller in 2016, 2021, and 2026. Planning areas 115 and 64 are located in the northeast area of the Town and projected to experience growth in the next ten years. Since there is no existing or proposed wastewater infrastructure in this area over the next ten years, it is assumed the additional population will be served by septic systems. There is a CIP project after 2026 to convert the existing septic system population to the Prosper wastewater system. Figure 2-1 shows the population projections by planning area. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-4 Table 2-2 Projected Water Service Population Year Population Average Annual Population Growth Average Annual Growth Rate 2016 17,800 - - 2021 27,888 2,018 8.7% 2026 40,976 2,618 8.7% Buildout 80,494 - - Table 2-3 Projected Wastewater Service Population Year Population Average Annual Population Growth Average Annual Growth Rate 2016 15,485(1) - - 2021 25,517 2,006 8.7% 2026 38,514 2,599 8.7% Buildout 80,494 - (1) It is assumed that 2,315 residents have septic systems and are not currently connected to the city's wastewater collection system. Year Population Average Annual Population Growth Average Annual Growth Rate 2016 15,485(1) - - 2021 25,517 2,006 8.7% 2026 38,514 2,599 8.7% Buildout 80,494 - (1) It is assumed that 2,315 residents have septic systems and are not currently connected to the city's wastewater collection system. Item 9 DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 580000 70000 620000 140000 80003,300 472506001,0203,500 61507507507761 718001,6071,8002,412 64759815815815 56004003,700 73998998998998 721,8002,6072,8472,847 6603091,0202,700 6501,0001,6203,500 74790790790790 1110000 320000 1390000 600808202,400 681,2002,4072,5802,580 691,1002,6003,0053,005 280006,553 5460400400100 5301005002,400 9296296296296 1340000 262151,6001,8001,909 1915214012550 1064008001,0001,048 511,7141,6971,7141,714 12700400800 130006002,363 350000 1080000 1000200600 781,0001,5072,0002,204 230000 29007501,500 113571643643643 701,2501,1001,2571,257 2500200750 340000 30000 133004001,025 2701001,0201,120 50854800855854 109000725 20415518518518 136004001,100 1260000 26914340 1100000 440003,600 390000 460068120120000 60000 10000 130000 150000 13100300750 870000 420000 54652652652652 330000 170000 00000 1243050100500 990000 310000 11933164250 8100200480 4008002,387 77928000 960001,846 59080475475 980000 12100197340 860245245245 111010174300 430500544544 1400000 11800164250 240000 9566152250 1370000 751,1241,1241,1241,124 300000 450000 1161200100 1380000 93080192192 570000 1250000 67040204204 830000 4900400760 160000 97140140157157 370000 115009191 900349349349 360000 1350000 406000 1290061100 2272727272 76080135135 480000 380150153153 550000 800073129 1120000 1000000 630000 910000 410000 1200000 1230000 1140000 84000250 850000 1020000 920000 CR 25 FM 1 3 8 5 E FIRST ST FISHTRAP RD W UNIVERSITY DR PARVIN RD E PROSPER TRL CR 6 E UNIVERSITY DR N C U S T E R R D CR 84 W FIRST ST CR 5 1 CR 8 3 N C O I T R D CR 26 BYRAN RD W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SH 2 8 9 CAREY RD SM I L E Y R D DOE CR E E K R D PROSPER RD N L E G A C Y D R W PROSPER TRL CO I T R D BONAR RD N D A L L A S P K W Y E US 380 CR 9 3 3 GO O D H O P E R D N C O L E M A N S T GE E R D CR 5 0 S PR E S T O N R D CU S T E R R D HA W K I N S L N LA CIM A B L V D D A L L A S P K W Y EUREKA LN CR 970 LO V E R S L N MAGNOLIA BLVD N T E E L P K W Y PR E S T O N HILLS CIRPR 5155 GIBBS RD FA L C O N R D P R 7801 W I N D I N G C R E E K R D FI E L D S R D CRUTCHFIELD DR TW I N L A K E S D R CAUDLE LN RE D B U D D R K I R K W O O D L N S C R A I G R D PR 5 1 5 6 PANTHER CREEK RD BED F O R D L N HER I T A G E TRL A M B E R W O O D L N P R 5 4 0 5 D A L L A S N O R T H T O L L W A Y V I R G I N I A H I L L S D R FAIROA KS LN R HEA MILLS CIR WENK CT S E A P I N E S D R OA K B E N D T R L H A W T H O R N D R VI C T O R Y W A Y KING GEORGE LN S L E G A C Y D R E SSEXDR W H I S P E R I N G W A Y ST O N Y T R L CHARLESTON LN WARREN DR P R 5 5 6 9 NOLES RD P R E S TONCOUNTRY L N HID D E N L A K E D R COLL I N C T STILLHOUSE HOLLOWDR E SECOND ST CORN E T C T BRISTOL DR COUNTRY VIEW DR W I L L O WMIST DR NORFOLK LN BEAVER TRL C H E R O K E E R O S E T R L DOUBLE B TR L COASTAL DR JA S M I N E T R L S A N J U A N AVE LEN O X D R PHANTOM LN LIGHTH O U S E L N SPANISH MOSS DR ECHO DR CHESAPEAKE LN CARRIAGE LN BE T T S L N M ERCER WAY S REDWOOD CIR POST OAK CT FORSYTHE DR N REDWOOD CIR S E L M R I D G E R D CO L L I N G R E E N D R ASCOT PL SH A R E D D R I V E W A Y PR 2733 FALCON CT NORWIC H D R S A D D L E H O R N C T DOOLITTLE DR YORK PL D O V E C R E E K S T RANAHAN DR GLEN HAVEN CT TAYLORCRAFT DR EAGLE DR KINNER DR DA L L A S P K W Y L A C I M A B L V D GO O D H O P E R D S P R E S T O N R D CR 26 CR 5 0 D o e B r a n c h Panther Cree k W i l s o n C r e e k GentleCreek P a r v i n Branch R u t h e r f o r d B r a n c h S t r e a m R o w lett C r e e k L i t t l e E l m C r e e k Pond ParvinBranch Gentle C r e e k St r e a m S t r e a m S t r e a m R u t herfordBranc h Parv i n B r a n c h S t r ea m P arvin Branch D o e B r a n c h 0 1,700 3,400 SCALE IN FEET LEGEND Road Railroad Stream Lake Parcel Planning Area Boundary Water/Wastewater Service Area Town Limit ETJ Boundary County Boundary DRAFT FIGURE 2-1TOWN OF PROSPERLAND USE ASSUMPTIONSPOPULATION BY PLANNING AREAS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\01_Billing_Data_Population_Land_Use\04_Land_Use\(Figure_2-1)-Land_Use_Population.mxd Updated: Monday, September 19, 2016 4:52:28 PM FUTURE LAND USE Commercial/Retail Floodplain/Open Space Public/Institutional Mixed Use Office Single Family Residential Multifamily Residential AREA ID2016 Population2021 Population2026 PopulationBuildout Population Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 2-5 2.4 Land Use The Town provided land use shapefiles, which included population and non-residential acreages. In order to capture growth related to commercial, retail, office, institutional, and industrial development, a non-residential acreage for each planning period was developed. Table 2-4 shows the projected non-residential acreage for each planning period. Figure 2-2 presents the developed non-residential acreage with water and wastewater service by planning year. Table 2-4 Developed Non-residential Acreage Year Acres Growth in Acres 2016 661 - 2021 1,167 506 2026 1,744 577 Buildout 4,382 2,638 Item 9 DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 80000 580000 620000 470000 710000 560000 720000 660000 650000 610000 640000 70100150456 600000 140020407 680000 90000 730000 690000 280000 740000 530000 260000 111000360 510000 320000 139252525265 780000 290000 106000053570100180 7000001300000 270000 13406080292 19324565130 20000 100000 1270000 250000 10805090261 1330000 500000 2335355093 1130000 44001543 3470828282 358383103103 200000 150000 1360000 10900096 540000 126007979 35454545 110101101101101 3943434343 460000121350100195 6053582 130104087 4051535 10103069 1310000 960000 870303056 420153556 330153552 1700052 810000 750000 1240000 9900047 590000 31001043 1190000 110000 860000 7700038 430000 950000 9832323232 1210000 000027 930000 1400434343 1180000 2400027 1370000 670000 3000515 490000 4500025 1160000 138664040 970000 570000 12512183232 900000 83001021 1620202020 37051017 1150000 3688816 1350000 760000 4044416 380000 1290000 8914141414 8000014 4812121212 5511111111 11212121212 10011111111 6311111111 910000 840009 416666 1200077 1237777 1140006 853333 1020244 CR 25 FM 1 3 8 5 E FIRST ST FISHTRAP RD W UNIVERSITY DR PARVIN RD E PROSPER TRL CR 6 E UNIVERSITY DR N C U S T E R R D CR 84 W FIRST ST CR 5 1 CR 8 3 N C O I T R D CR 26 BYRAN RD W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SH 2 8 9 CAREY RD SM I L E Y R D DOE CR E E K R D PROSPER RD N L E G A C Y D R W PROSPER TRL CO I T R D BONAR RD N D A L L A S P K W Y S C O I T R D E US 380 CR 933 GO O D H O P E R D N C O L E M A N S T GE E R D CR 5 0 S T E E L P K W Y S PR E S T O N R D CU S T E R R D HA W K I N S L N LA CIM A B L V D D A L L A S P K W Y EUREKA LN S C O L E M A N S T CR 970 LO V E R S L N S D A L L A S P K W Y MAGNOLIA BLVD N T E E L P K W Y PR E S T O N HILLS CIRPR 5155 GIBBS RD FA L C O N R D SIBYLLN P R 7801 A E R O C O U N T R Y R D E BROADWAY ST G E N T L E WAY WIN D I N G C R E E K R D FI E L D S R D T R A I L DR CRUTCHFIELD DR TW I N L A K E S D R CAUDLE LN B L U E F O R ES T D R E THIRD ST RE D B U D D R K I R K W O O D L N S C R A I G R D PR 5 1 5 6 BENBROOK BLVD L A K E T R A I L L N PANTHER CREEK RD BED F O R D L N HER I T A G E TRL A M B E R W O O D L N P R 5 4 0 5 D A L L A S N O R T H T O L L W A Y V I R G I N I A H I L L S D R CROSSLAKE CT FAIR OAKS LN R H E A M ILLS CIR WENK CT S E A P I N E S D R E N G L I S H I V Y D R OA K B E N D T R L H A W T H O R N D R W H I T E R O C K B L V D VI C T O R Y W A Y KING GEORGE LN S L E G A C Y D R B R O A D M O O R L N CEDAR SPRINGS DR N P A R V I N S T ESSEXDR W H I S P E R I N G W A Y ST O N Y T R L CHARLESTON LN WARREN DR P R 5 5 6 9 NOLES RD P R E S TONCOUNTRY L N HID D E N L A K E D R BRADFORD DR COLL I N C T STILLHOUSE HOLLOW DR W I L L OWVIEW DR E SECOND ST WOODHAVEN DR CORN E T C T BRISTOL DR COUNTRY VIEW DR WILLOWMIST DR NORFOLK LN CREEKWOOD DR BEAVER TRL C H E R O K E E R O S E T R L DOUBLE B TR L COASTAL DR JA S M I N E T R L S A N J U A N AVE LEN O X D R PHANTOM LN LIGHTH O U S E L N SPANISH MOSS DR ECHO DR CHESAPEAKE LN CARRIAGE LN BE T T S L N M ERCER WAY S REDWOOD CIR POST OAK CT FORSYTHE DR N REDWOOD CIR S E L M R I D G E R D CO L L I N G R E E N D R ASCOT PL OA K B R O O K S T SH A R E D D R I V E W A Y PR 2733 A R C H ES L N FALCON CT GABLES DR MO O N L I G H T T R L NORWIC H D R S A D D L E H O R N C T DOOLITTLE DR YORK PL D O V E C R E E K S T RANAHAN DR C R A T E R C T GLEN HAVEN CT NI L E S C T EAGLE DR KINNER DR L A C I M A B L V D DA L L A S P K W Y GO O D H O P E R D S P R E S T O N R D CR 26 CR 5 0 D o e B r a n c h Panther Cree k W i l s o n C r e e k GentleCreek P arvin Bra nch R u t h e r f o r d B r a n c h S t r e a m R o w lett C r e e k L i t t l e E l m C r e e k Pond Parv i n B r a n c h St r e a m S t r e a m S t r e a m P arvin Branch Gentle C r e e k R u t herfordBranc h ParvinBranc h S t r ea m D o e B r a n c h 0 1,700 3,400 SCALE IN FEET LEGEND Road Railroad Stream Lake Parcel Planning Area Boundary Water/Wastewater Service Area Town Limit ETJ Boundary County Boundary DRAFT FIGURE 2-2TOWN OF PROSPERLAND USE ASSUMPTIONSNON-RESIDENTIAL ACREAGEBY PLANNING AREAS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\01_Billing_Data_Population_Land_Use\04_Land_Use\(Figure_2-2)-Land_Use_NonRes_Acreage.mxd Updated: Monday, September 19, 2016 4:52:16 PM FUTURE LAND USE Commercial/Retail Floodplain/Open Space Public/Institutional Mixed Use Office Single Family Residential Multifamily Residential AREA ID2016 Non-Residential Acreage2021 Non-Residential Acreage2026 Non-Residential AcreageBuildout Non-Residential Acreage Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-1 3.0 WATER AND WASTEWATER ANALYSIS A capital improvements plan (CIP) was developed for the Town of Prosper to promote residential and commercial development through access to quality water and wastewater service. The recommended improvements will provide the required capacity and reliability to meet projected water demands and wastewater flows through Buildout. The water and wastewater projects required to meet growth in the 10-year period were used in the impact fee analysis. 3.1 Existing Water and Wastewater Systems The existing water distribution system currently consists of a network of lines ranging in size from 1-inch to 36-inch in diameter, a pump station, two ground storage tanks, and one elevated storage tank. The existing pump station has three pumps rated at 3.75 MGD (300 hp) and two pumps rated at 7.00 MGD (400 hp). The total pumping capacity is 25 MGD, and the firm pumping capacity is 18 MGD. There is one empty slot remaining at the existing pump station. A second elevated storage tank is under construction. The Town receives water from the North Texas Municipal Water District (NTMWD) delivery point at the pumping station. The Town of Prosper operates the distribution system on one pressure plane with one area supplied through a pressure reducing valve. The existing wastewater system has two major basins with nine sub-basins, 7 active lift stations, and a network of lines ranging from 4-inch to 36-inch in diameter. The La Cima #2 Lift Station is scheduled to be abandoned in the near future. Topography presents operational challenges to the existing wastewater system. A ridge near the railroad alignment divides the Town into two major drainage basins. Sub-basins 3 and 4 generally flow west-to-east. Sub-basin 5 flows north-to-south, and is pumped into sub-basin 4 which then drains into the NTMWD collection system. Sub-basins 1, 2, 6, and 7 flow east- to-west; with flow from sub-basin 7 being pumped into sub-basin 2. Sub-basins 1, 2, and 6 all flow to the existing lift station at the abandoned Wastewater Treatment Plant lift station, which is then pumped into sub-basin 3 to drain into the NTMWD collection system. Sub-basin 8 flows east to west and drains into the Upper Trinity Regional Water District (UTRWD) system. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-2 3.2 Water and Wastewater Model Update and Calibration 3.2.1 Water Model The water system hydraulic model was developed based on the Town’s water system GIS as well as plans provided by the Town. Existing water demands were allocated to the model using customer billing records for each individual account for 2015 that were geocoded and matched spatially using the Geographic Information Systems (GIS) parcel and street centerline shapefiles. Approximately 98% of the billing records were matched. The model’s demand allocator module in H2OMap Water was used to assign each meter location to a model node based on Thiessen polygons. Figure A-1 in Appendix A displays a map with the geocoded billing meters color coded by usage. A model calibration was performed to verify that the hydraulic model is an accurate representation of the actual distribution system. FNI conducted field pressure testing at nine locations throughout the distribution system in late November 2015 through early December 2015. The Town provided Supervisory Control and Data Acquisition (SCADA) readings for tank levels and pump status on an hourly basis during this time, and FNI used the readings to create diurnal demand curves. In order to create the curves, a mass balance of the system demand was calculated using the sum of water pumped into the distribution system from the NTMWD delivery point and adding or subtracting the demand or supply provided by the elevated storage tank. The 24-hour period occurring on December 1, 2015 from midnight to midnight was selected for calibration. Operational data was used to determine system inputs such as ground storage tank levels and pump status. Since the model results closely matched the field pressure testing data, FNI concluded that the model is an accurate representation of field conditions and appropriate for use in CIP planning. Field pressure testing data, the diurnal demand curve, and graphs showing calibration results are included in Appendix A. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-3 3.2.2 Wastewater Model The wastewater system hydraulic model was developed from the Town’s wastewater system GIS. Initial wastewater loads were applied to manholes in the model using the water demand allocation. Flow monitoring was conducted from early April 2016 through late May 2016 by ADS Environmental Services. Seven flow meters were deployed at the outlets of sub-basins 1 through 7 as shown on Figure B-1 in Appendix B, as well as two rain gauges. In sub-basins 5 and 7, where two conduits feed into the manhole leading to the outlet, ADS installed dual flow meters; these basins are referred to as 5A, 5B, 7A, and 7B in the flow monitoring mapping. A model validation was performed to verify that the collection system model accurately represents the actual collection system. To analyze the performance of the collection system under average dry weather conditions, an average dry weather flow for each basin was developed based on the flow monitoring results for the periods occurring from April 7th – 8th and May 3rd – 6th. These specific days were selected since there was no rainfall observed before or during this period. The initial loads applied to each sub-basin were then scaled to their corresponding average dry weather flows. To analyze wet weather performance of the collection system, the initial loads applied to each manhole were adjusted to account for I/I contributions and match the peak response of the storm event on April 17th. Appendix B contains graphs and tables detailing the flow monitoring data, as well as mapping presenting the model validation results and flow monitoring observations. 3.3 Water and Wastewater Load Projections The population and land use data was used to develop future water demands and wastewater flows based on a projected average day per capita use and peaking factors. The design criteria used to project water demands and wastewater flows were developed based on historical data. In the future, it is anticipated that per capita and non-residential per acre usage will increase based on the large number of irrigation systems being installed with new development and the type of commercial and industrial developments being proposed. The large increase in residential Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-4 irrigation systems is expected to offset conservation measures in place for the future; therefore for planning purposes the residential per capita used for projections is assumed to be constant in the future. Historical water demands from 2008 through 2015 were provided to FNI by the Town for the development of projected water usage rates and peaking factors. Table 3-1 illustrates the average and maximum day water demands for these years. Based on this data the projected residential per capita usage rate is 175 gpcd, and the projected non-residential usage rate is 750 gpad for all planning scenarios. The residential maximum day to average day peaking factor is 3.0 for all planning scenarios, and the residential peak hour to maximum day peaking factor is 2.0 for all planning scenarios. Based on the type of non-residential development planned within the Town, a maximum day to average day peaking factor of 2.0 and a peak hour to maximum day peaking factor of 1.5 were used. Water system design criteria for projections is presented in Table 3-2. Projected water demands are presented in Table 3-3. Timing of the Artesia development connecting to the Town’s water system is currently unknown, and water demands associated with Artesia are included in the Buildout water demand projections. Detailed water demands projections by pressure plane are presented in Appendix C. Table 3-1 Historical Water Demands Year Population(1) Average Day Demand (MGD) Average Day Per-capita (gpcd) Maximum Day Demand (MGD) Maximum Day to Average Day Peaking Factor 2008 6,350 1.6 252 5.8 3.6 2009 7,100 1.6 225 5.3 3.3 2010 9,423 1.9 203 6.4 3.4 2011 10,700 2.3 218 4.9 2.1 2012 12,190 2.4 194 4.7 2.0 2013 13,380 2.3 172 4.4 1.9 2014 14,710 2.5 167 5.2 2.1 2015 15,970 2.9 183 8.4 2.9 Average - 2.2 202 5.6 2.7 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-5 Table 3-2 Water Demand Projections Design Criteria Average Day Residential Per Capita Usage (gpcd) Average Day Non- Residential Usage Per Acre (gpad) Residential Maximum Day to Average Day Peaking Factor Non- residential Maximum Day to Average Day Peaking Factor Residential Peak Hour to Maximum Day Peaking Factor Non- residential Peak Hour to Maximum Day Peaking Factor 175 750 3.0 2.0 2.0 1.5 Table 3-3 Water Demand Projections Year Average Day Demand (MGD) Maximum Day Demand (MGD) Peak Hour Demand (MGD) 2016 3.61 10.34 20.18 2021 5.76 16.39 31.91 2026 8.48 24.13 46.95 Buildout 17.35 48.79 94.32 The projected wastewater residential per capita usage rate is 95 gpcd for all planning periods. The projected wastewater non-residential usage rate is 400 gpcd for all planning periods. These wastewater usage rates represent a percentage of the water demand that is captured by the wastewater collection system for each planning period. The wastewater usage rate is approximately 54% of the water usage rate for residential and approximately 53% for non- residential usage. Historical wastewater flow data was used in the development of the wastewater residential and non-residential usage rates. The peak wet weather peaking factor for all planning periods is 4.0. The average day flows for all the planning scenarios was multiplied by this factor to calculate the peak wet weather flows. Table 3-4 summarizes annual historical wastewater flows sent to NTMWD. Projected wastewater flow projections are presented in Table 3-5. Projected wastewater flows by sub-basin for the Town of Prosper are contained in Appendix C. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-6 Table 3-4 Historical Wastewater Flow to NTMWD Year Average Annual Daily Flow (MGD) 2011 0.75 2012 0.81 2013 0.79 2014 0.86 2015 1.32 Table 3-5 Wastewater Flow Projections Year Average Annual Daily Flow (MGD) Peak Wet Weather Flow (MGD) 2016 1.74 6.94 2021 2.89 11.55 2026 4.35 17.41 Buildout 10.20 40.79 3.4 Design Criteria Freese and Nichols, Inc. coordinated with the Town of Prosper to establish design criteria for future water and wastewater facilities. Criteria were developed for sizing water transmission lines, elevated storage tanks, ground storage tanks, and pump stations for the water system and for sizing sewer trunk lines for the wastewater system. 3.4.1 Water Design Criteria Hydraulic analysis was performed for the existing and future systems for four operating conditions: average day, maximum day, peak hour, and maximum day with fire flow. The TCEQ required minimum pressure within a distribution system is 35 psi under normal operating conditions. Headloss and velocity in the pipelines are additional criteria used to analyze the water system and are used as guidelines to size system upgrades. Typically, headlosses in water lines should not exceed 4 feet/1000 feet and velocities should not exceed 5 feet/second. FNI developed criteria for sizing of storage and pumping capacity for the Town. These criteria are typically more stringent than TCEQ requirements and take into consideration many additional factors including operational flexibility, fire protection, and energy efficiency. The design criteria Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-7 used to size ground storage tank capacity is to provide adequate storage volume to meet 10 hours of maximum day demand. Figures 3-1 and 3-2 summarize the recommended ground storage capacity and associated improvements based on the design criteria for the Upper Pressure Plane (UPP) and Lower Pressure Plane (LPP). Timing of the Artesia development connecting to the Town’s water system is currently unknown, and water demands associated with Artesia are shown at the end of the planning horizon. The design criteria recommended for pump station capacity is the capability to provide a firm pumping capacity to meet 65% of the peak hour demand. The firm pumping capacity is defined as the total available pumping capacity with the largest pump out of service to each pressure plane. Figures 3-5 and 3-6 display the recommended firm pumping capacity to the UPP and LPP. The design criteria recommended for elevated storage capacity is twice the required volume needed to meet 35% of the peak hour demand for a duration of 3 hours. Figures 3-9 and 3-10 display the recommended elevated storage capacity and related improvements based on the typical peaking factors. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-8 Figure 3-1 UPP Recommended Ground Storage Capacity Figure 3-2 LPP Recommended Ground Storage Capacity Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-9 Figure 3-3 UPP Recommended Firm Pumping Capacity Figure 3-4 LPP Recommended Firm Pumping Capacity Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-10 Figure 3-5 UPP Recommended Elevated Storage Capacity Figure 3-6 LPP Recommended Elevated Storage Capacity Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-11 3.4.2 Wastewater Design Criteria The design criteria for proposed sewer trunk lines or interceptors is based on the TCEQ Chapter 217 requirements that the wastewater system is capable of conveying peak wet weather design flows with no surcharging, while maintaining a minimum of 2 feet/second cleaning velocity and a maximum of 8 feet/second velocity. 3.5 Water and Wastewater System Improvements Proposed water and wastewater system projects to serve the system through Buildout were developed as part of this project based on load projections and design criteria. The proposed water system improvements recommended to serve the Town through Buildout water system are shown on Figure 3-7. Proposed wastewater system improvements to serve the Town through Buildout are shown on Figure 3-8. Detailed cost estimates for the proposed water and wastewater system projects are included in Appendix D and Appendix E, respectively. The water capital improvements plan was developed based on the assumption that the Town of Prosper will receive all water in the future from North Texas Municipal Water District at two locations: the existing delivery point, which will serve the Upper Pressure Plane, and a new delivery point that will serve the Lower Pressure Plane. Improvements associated with the new delivery point serving the Lower Pressure Plane, including a 10.0 MGD pump station, 6.0 MG ground storage tank, and 42-inch transmission main, were incorporated in the capital improvements plan. Phased upgrades to this pump station were identified as part of the capital improvements plan; actual growth patterns may change the timing or capacity of these upgrades. Table 3-6 summarizes the water system capital improvement projects. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-12 Table 3-6 Water System CIP Summary Project Number Project Name Cost 2016-2021 1 West First Street Pressure Reducing Valve & 12-inch Parallel Pipe $ 509,200 2 LPP 10.0 MGD Pump Station, 6.0 MG GST, & 42-inch Transmission Line $ 24,628,900(1) 3 West First Street 20-inch Water Line, Dallas Parkway 24-inch Parallel $ 3,396,300 4 LPP 2.5 MG Elevated Storage Tank & 24-inch Water Line $ 5,832,500(1) 5 Dallas Parkway 20-inch & West Prosper Trail 12-inch Water Lines $ 1,629,000 2016-2021 Total $ 35,995,900 2022-2026 6 LPP Pump Station Expansion & 36-inch Transmission Mains $ 6,120,600 7 24-inch Transmission Main $ 4,064,300 8 Legacy Drive 24-inch Water Line $ 2,908,500 9 West Prosper Trail 20-inch Water Line $ 2,370,900 10 Dallas Parkway / Frontier Parkway 12-inch Water Line $ 3,360,000 11 First Street 12-inch Water Line $ 1,908,500 12 Preston Road 20-inch Water Line $ 2,559,000 13 Goodhope Road 20-inch Water Line $ 2,896,400 14 Prosper Road 24-inch Waterline $ 3,268,700 2022-2026 Total $ 29,456,900 2027-Buildout 15 Railroad 16-inch Water Line (UPP) $ 1,247,300 16 Expand UPP Pump Station to 25.0 MGD $ 981,200 17 East University Drive / FM 1385 12-inch Water Line $ 2,286,200 18 LPP Pump Station Ground Storage Tank #2 $ 6,451,200 19 Lower Pressure Plane Elevated Storage Tank #2 $ 6,335,700 20 Railroad 12-inch Water Line (LPP) $ 935,500 21 FM 1385 12-inch Water Line $ 1,908,500 22 Frontier Parkway / Legacy Drive 12/16-inch Water Line $ 3,561,600 23 Parvin Road 12-inch Water Line $ 2,313,100 24 Parvin Road 12-inch Water Line $ 3,271,300 25 LPP Pump Station Expansion $ 1,814,400 26 North Preston Road 16-inch Water Line $ 1,870,900 27 16-inch Water Line $ 849,500 28 Railroad 12-inch Water Line (LPP) $ 967,700 29 Preston Road 12-inch Water Line $ 1,129,000 2027-Buildout Total $ 35,923,100 CIP Total $ 101,375,900 (1) Cost provided by the Town of Prosper. Item 9 C o l l i n C o u n t y C o l l i n C o u n t y (#UT(#UT(#UT [Ú UT !A UT (#UT [Ú UTUT (#UT [Ú !A !A !A (#UT ?j Upper Pressure Plane Pump Station Total Pumping Capacity = 25.0 MGD Firm Pumping Capacity = 18.0 MGDExpand Firm Pumping Capacityto 25.0 MGD (2028) 1 - 3.0 MG Ground Storage Tank 1 - 5.0 MG Ground Storage Tank 2.0 MG Preston EST Elevated Storage Tank Overflow Elev. = 926 ft. Lower Pressure Plane Pump Station 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 2.5 MG Lower Pressure Plane EST #1 Elevated Storage Tank (2019) Overflow Elev. = 805 ft. 2.5 MG Lower Pressure Plane EST #2 Elevated Storage Tank (2031) Overflow Elev. = 805 ft. 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8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8 ' ' 8'' 8' ' 8 ' ' 8'' 8'' 8' ' 8''8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8''6 ' ' 6'' 8'' 4'' 6' ' 6'' 6''6''6'' 6'' 6' ' 6'' 6 ' ' 6' ' 6'' 6' ' 6' ' 6'' 8' ' 6'' 6'' 8' ' 8'' D o e B r a n c h WilsonCreek P a n t h e r C r e ek GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h S t r e a m R o w l e t t Cre e k S t r e a m R u t h e r f o r d B r a n c h Doe Branch St r e a m Gentle C r e e k P arvin B r a n c h S t r e a m Str e a m P a rvin Branch DRAFT FIGURE 3-7TOWN OF PROSPERBUILDOUT WATER SYSTEM CAPITAL IMPROVEMENT PROJECTS 0 1,700 3,400 SCALE IN FEET I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\02_Water_System\09_CIP\(Figure_3-7)_Water_CIP.mxd Updated: Friday, September 23, 2016 8:03:59 AM Second 6.0 MG Ground Storage Tank (2030) Expand Firm Pumping Capacityto 25.0 MGD (2024) New 10.0 MGD Pump Stationand 6.0 MG Ground Storage Tank (2019) (18(6(2 Lower Pressure PlanePump Station Improvements Expand Firm Pumping Capacityto 40.0 MGD (2036)(25 LEGEND 2016 - 2021 Proposed Improvements !A Proposed Pressure Reducing Valve [Ú Proposed Pump Station UT Proposed Ground Storage Tank (#UT Proposed Elevated Storage Tanks Proposed Water Line Proposed Supply Line 2022 - 2026 Proposed Improvements Proposed Water Line 2027 - Buildout Proposed Improvements [Ú Proposed Pump Station UT Proposed Ground Storage Tank (#UT Proposed Elevated Storage Tank Proposed Water Line Under Design/Construction Water System !A Pressure Reducing Valve (#UT Elevated Storage Tank Water Line Existing Water System !A Existing Pressure Reducing Valve [Ú Existing Pump Station UT Existing Ground Storage Tank (#UT Existing Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line NTMWD Water System Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-14 Locations shown for new lines were generalized for hydraulic analyses. Specific alignments and sites will have to be determined as part of the design process. Costs represent planning level cost estimates for the design and construction of these capacity related projects and do not include wholesale service fees or operations and maintenance cost. Unit costs are based on reviewing bid tabs for several projects ranging in size. These costs are in terms of 2016 dollars and include an allowance for engineering, surveying, geotechnical engineering and contingencies. The project costs do not include right-of-way acquisition. It is recommended that these improvements be constructed generally in the order listed based on input from the City on timing of the proposed developments; however, it is understood that timing of development may make it necessary to construct some future improvements sooner than anticipated. Table 3-7 summarizes the wastewater system capital improvements recommended within the Town of Prosper. The wastewater capital improvements plan was developed based on the assumption that the Town of Prosper will maximize flow to UTRWD’s Doe Branch Wastewater Treatment Plant (WWTP), in accordance with the 2014 Wastewater Service Study performed by FNI. Prosper purchased 1.0 MGD of annual average daily flow capacity at the Doe Branch WWTP. Sending flow to the UTRWD system will require the construction and integration of several large interceptors in the western portion of the Town. A 36-inch/30-inch interceptor in Sub-basin 8 is currently under design, as is a 24-inch/21-inch trunk line that will connect the existing WWTP lift station to this interceptor. After construction of this trunk line is complete, the Town will continue to use the existing WWTP lift station to send flow to the NTMWD Wilson Creek wastewater system to maximize existing infrastructure and limit flow to UTRWD to 1.0 MGD until additional capacity is purchased. Prosper paid $16 million for 1.0 MGD of annual average daily flow capacity at the Doe Branch WWTP. Based on discussion with UTRWD staff, after deductions for one-time costs such as land, it is reasonable to assume a 20% discount in construction costs for future plant expansion. It is anticipated that the Town will need to purchase an additional 5.9 MGD of capacity to serve projected wastewater flows through Buildout. The Town is currently contracted with UTRWD to convey 1.0 MGD of wastewater flow through the Doe Branch Interceptor. There is limited excess capacity in the existing Doe Branch Interceptor from the Doe Branch Lift Station to Fishtrap Road, which is available on a first come-first serve Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-15 basis to the participants as needed. In the future, when needed, the District intends to parallel the Doe Branch interceptor, but details are unknown at this time. The CIP does not include additional conveyance capacity to the Doe Branch WWTP. Table 3-7 Wastewater System CIP Summary Project Number Project Name Cost 2016-2021 1 21/24-inch Interceptor from Existing WWTP Lift Station $ 3,993,100 2 New 10 inch Prosper Trail Trunk Line to Grove Lane $ 604,800 3 North Rutherford Branch Creek 10-inch Trunk Line $ 805,100 4 Prestonwood 12-inch Interceptor & Lift Station Decommissioning $ 744,000 5 University Drive 12/15-inch Interceptor $ 1,864,800 6 First Street 10-inch Trunk Line to Existing 21-inch Interceptor $ 369,600 7 Future Town Center 10-inch Trunk Lines $ 1,592,700 2016-2021Total $ 9,974,100 2022-2026 8 South Rutherford Branch Creek 10-inch Trunk Line $ 367,000 9 Legacy Drive 10-inch Trunk Lines $ 1,118,900 10 New 10-inch Trunk Lines to Under-Design 12/18/21/24/27/30-inch Interceptor $ 981,200 11 Doe Branch Creek 27-inch Interceptor $ 3,725,600 12 Doe Branch Creek 21/24-inch Interceptor $ 4,069,700 13 Lakes of Prosper 18-inch Interceptor & Lift Station Decommissioning $ 3,389,600 14 Prosper Road 10/12/15-inch Interceptor & 10-inch Trunk Line $ 2,296,900 15 Prosper Trail 10-inch Trunk Line $ 588,000 16 Legacy Drive 10/12--inch Trunk Line $ 771,500 2022-2026 Total $ 17,308,400 2027-Buildout 17 University Drive & Dallas Parkway 10/12-inch Interceptor $ 1,051,100 18 Glenbrooke 10-inch Interceptor $ 651,900 19 Noles Road 10/12-inch Interceptor $ 890,400 20 FM 1385 10-inch Interceptor $ 665,300 21 Parvin Road 10-inch Interceptor $ 601,500 22 Private Road 10-inch Interceptor $ 651,900 23 Wilson Creek 10/12/15-inch Interceptor & 10" Trunk Lines; 10" Interceptors $ 3,315,700 24 Sub Basin 4 10-inch Interceptors $ 998,000 2027-Buildout Total $ 8,825,800 CIP Total $ 36,108,300 Item 9 "C` !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( TXWWTP V V V V V V V V V V V ä ä ä ä ä ä ä ä ä ä ä U U PTWW) Vä Vä Vä 10''10'' 10'' 6" F . M . 6 ' ' F . M . 12'' 21''24'' WastewaterTreatment Plant(Abandoned) La CimaLift StationCapacity: 3.0 MGD La Cima # 2Decommission LS and FM Steeple ChaseLift Station(Abandoned) GreenspointLift Station(Abandoned) Whispering FarmsLift Station(Abandoned) Gentle CreekLift Station(Abandoned) Decommission LS and FM EE Flow to NTMWD(Wilson Creek)Flow to UTRWD Decommission LS and FM (1 Decommission LS and FM (5 (13 (13(15 (13 (16 (10 (10 (9 (9 (12 (14 (14 (12 (11 (11 (18 (19 (20 (21 (17 (5 (4 (7 (7 (22 (24 (6 (3 (2 (8 (23 (23 (23 (23(23 (24 10"10" (1 (1 (1 Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Basin 9 Doe BranchWastewater Treatment Plant(UTRWD) 15 ' ' 12'' 10'' 1 2 ' ' 12 ' ' 15'' 10'' 1 5 ' ' 10'' 10 ' ' 12'' 10'' 12 ' ' 1 0 ' ' 10'' 1 5 ' ' 15'' 15'' 15'' 10'' 8' ' 6' ' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 6'' 8' ' 8'' 8'' 6' ' 6' ' 6' ' 6' ' 6'' 8'' 8''8'' 8' ' 6' ' 8'' 6'' 8'' 8 ' ' 8'' 6'' 6'' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 6'' 8'' 8'' 6 ' ' 8'' 6'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 8'' 8'' 8 ' ' 6' ' 6' ' 8'' 8'' 8' ' 6' ' 8''8'' 8'' 6' ' 8'' 8'' 6'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 6' ' 8'' 8'' 18'' 12'' 3 6 ' ' 30'' 10''15 ' ' 36'' 8'' 18'' 8'' 30'' 36'' 18'' 36'' 36'' 18'' 36'' 36'' 36'' 18'' 36'' 1 8 ' ' 12'' 36'' 18 ' ' 10'' 36'' 36' ' 30'' 8 ' ' 8'' 8'' 36'' 1 8 ' ' 18'' 15 ' ' 15 ' ' 36'' 36'' 36'' 18 ' ' 12'' 36'' 15'' 12'' 24'' 21'' 1 0 ' ' 10'' 12'' 10'' 10'' 10'' 10'' 10'' 1 0 ' ' 10''10'' 21'' 10 ' ' 10 ' ' 10'' 12'' 1 0 ' ' 10 ' ' 21'' 24'' 12'' 18'' 27'' 15'' 10 ' ' 10'' 10'' 18'' 24''18'' 10'' 24'' 27'' 27'' 27'' 1 0 ' ' 18'' 10'' 15''12'' 24'' 10'' 10 ' ' 18'' 18'' 10'' 10 ' ' 10 ' ' 24'' 10'' 24'' 12'' 10'' 10'' 12'' 10'' 15'' 27'' 10'' 18'' 10'' 27'' 21'' 10 ' ' 27'' 24'' 1 0 ' ' 24 ' ' 12 ' ' 10'' 1 5 ' ' 10'' 10' ' 10'' 10'' 1 0 ' ' 10'' 1 2 ' ' 10'' 10'' 10'' 10'' 10''10'' 1 0 ' ' 10'' 1 0 ' ' 10''10'' 10'' 1 0 ' ' 12'' 1 0 ' ' 10'' 1 0 ' ' 10'' 10'' 10 ' ' 10'' 1 0 ' ' 1 0 ' ' 10'' 10'' 1 0 ' ' 12'' 10'' F.M 27 ' ' 10'' 24'' 21'' 12' ' 21'' 12 ' ' 24'' 24 ' ' 21'' 21 ' ' 12'' 24 ' ' 8'' F.M. 12'' F . M . 12'' F.M. 10'' F.M. 8 ' ' F . M . 10'' 21'' 10 ' ' 6'' 8''4'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8''8'' 8''8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 6'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 8'' 8'' 8' ' 4' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6'' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 6' ' 8 ' ' 8'' 8' ' 8' ' 8' ' 6'' 8'' 6' ' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 6'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 6' ' 8'' 8' ' 8'' 8'' 8 ' ' 8''8' ' 8' ' 6'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 12'' 21'' 15 ' ' 27 ' ' 10'' 24'' 18'' 21'' 21'' 24'' 21'' 1 8 ' ' 12 ' ' 18'' 21'' 21'' 1 0 ' ' 1 8 ' ' 12'' 21'' 21'' 18'' 10'' 27'' 12'' 27''21 ' ' 10'' 21''21'' 27 ' ' 6'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8' ' 8' ' 8'' 8'' D o e B r a n c h Panther Cree k P a r v i n Branc h R u t h e r f o r d B r a n c h S t r e a m R o w lett C r e e k Pond ParvinBranch P arvin Branch Parv i n B r a n c h D o e B r a n c h St r e a m S t r e a m Vä Lift Station U U PTWW)Wastewater Treatment Plant "C`NTMWD Meter !(Manhole 8" and Smaller Wastewater Line 10" and Larger Wastewater Line Existing Force Main 8" and Smaller Force Main 10" and Larger Force Main DRAFT FIGURE 3-8TOWN OF PROSPERBUILDOUT WASTEWATER SYSTEMCAPITAL IMPROVEMENT PROJECTS 0 1,700 3,400 SCALE IN FEET I MAJOR BASINS Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Basin 9 Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\03_WW_System\06_CIP\(Figure_3-8)_Wastewater_CIP.mxd Updated: Friday, September 23, 2016 8:28:08 AM Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary LEGEND Vä Decommision Existing Lift Station Vä 2016 - 2021 Decommissioned Lift Station Vä 2022 - 2026 Decommissioned Lift Station Under Design/Construction Wastewater Line Decommission Existing Force Main 2016 -2021 Decommissioned Force Main 2022 - 2026 Decommissioned Force Main UTRWD Wastewater Line NTMWD Wastewater Line Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 3-17 3.6 Water and Wastewater Impact Fee Analysis The impact fee analysis involves determining the utilization of existing and proposed projects required as defined by the capital improvement plan to serve new development over the next 10- year time period. For existing or proposed projects, the impact fee is calculated as a percentage of the project cost, based upon the percentage of the project’s capacity required to serve development projected to occur between 2016 and 2026. Capacity serving existing development and development projected for more than 10 years in the future cannot be charged to impact fees. 3.6.1 Eligible CIP Costs A summary of the costs for each of the projects required for the 10-year growth period used in the impact fee analysis for both the water and wastewater systems is shown in Table 3-6 and Table 3- 7, respectively. Costs listed for the existing projects are based on actual design and construction costs provided by the Town. Table 3-8 and Table 3-9 show 2016 percent utilization as the portion of a project’s capacity required to serve existing development. It is not included in the impact fee analysis. The 2026 percent utilization is the portion of the project’s capacity that will be required to serve the Town of Prosper in 2026. The 2016-2026 percent utilization is the portion of the project’s capacity required to serve development from 2016 to 2026. The water and wastewater hydraulic models were used to assist in the calculation of project utilization percentages. The portion of a project’s total cost that is used to serve development projected to occur from 2016 through 2026 is calculated as the total actual cost multiplied by the 2016-2026 percent utilization. Only this portion of the cost is used in the impact fee analysis. The proposed 10-year water system impact fee CIP is shown on Figure 3-9. Proposed 10-year wastewater impact fee CIP is shown on Figure 3-10. Item 9 DR A F T W a t e r , W a s t e w a t e r , a n d R o a d w a y I m p a c t F e e R e p o r t To w n o f P r o s p e r 3- 1 8 Ta b l e 3 - 8 W a t e r S y s t e m I m p a c t F e e E l i g i b l e P r o j e c t S u m m a r y No . De s c r i p t i o n o f P r o j e c t Pe r c e n t U t i l i z a t i o n Ca p i t a l Co s t Costs Based on 2016 Dollars 20 1 6 (1 ) 20 2 6 20 1 6 - 2 0 2 6 Current Development 10 Year (2016 - 2026) Beyond 2026 EX I S T I N G P R O J E C T S A UP P 1 4 . 0 M G D P u m p S t a t i o n E x p a n s i o n & 5 . 0 M G G S T 50 % 87 % 37 % $5 , 0 6 0 , 0 0 0 $2,530,000 $1,872,200 $657,800 B UP P 2 4 / 3 0 - i n c h T r a n s m i s s i o n M a i n 42 % 7 6 % 3 4 % $5 , 3 8 5 , 0 8 5 $2,261,736 $1,830,929 $1,292,420 C Un i v e r s i t y D r i v e 3 0 - i n c h W a t e r L i n e & P r e s s u r e R e d u c i n g V a l v e , D a l l a s P a r k w a y 1 6 - i n c h W a t e r Li n e 57 % 78 % 21 % $2 , 7 2 1 , 0 5 4 $1,551,001 $571,422 $598,631 D Un i v e r s i t y D r i v e 1 6 / 2 0 - i n c h W a t e r L i n e 55 % 1 0 0 % 4 5 % $3 , 0 1 5 , 0 0 0 $1,658,250 $1,356,750 $0 E Un i v e r s i t y D r i v e 2 0 - i n c h W a t e r L i n e , L e g a c y 1 6 - i n c h W a t e r L i n e , & G e e 1 6 - i n c h W a t e r L i n e 18 % 80 % 62 % $1 , 2 1 4 , 1 2 1 $218,542 $752,756 $242,823 F Fi s h t r a p R o a d 2 4 - i n c h W a t e r L i n e 15 % 7 5 % 6 0 % $2 , 3 0 3 , 4 3 7 $345,516 $1,382,063 $575,858 G 2. 0 M G P r o s p e r T r a i l E S T & 2 0 - i n c h W a t e r L i n e 0% 50 % 50 % $4 , 0 0 8 , 0 4 4 $0 $2,004,022 $2,004,022 H Im p a c t F e e S t u d y 0% 1 0 0 % 1 0 0 % $6 7 , 4 7 3 $0 $67,473 $0 Ex i s t i n g P r o j e c t S u b - t o t a l $2 3 , 7 7 4 , 2 1 4 $8,565,045 $9,837,615 $5,371,554 PR O P O S E D P R O J E C T S 1 We s t F i r s t S t r e e t P r e s s u r e R e d u c i n g V a l v e & 1 2 - i n c h P a r a l l e l P i p e 65 % 10 0 % 35 % $5 0 9 , 2 0 0 $330,980 $178,220 $0 2 LP P 1 0 . 0 M G D P u m p S t a t i o n , 6 . 0 M G G S T , & 4 2 - i n c h T r a n s m i s s i o n L i n e 16 % 1 0 0 % 8 4 % $2 4 , 6 2 8 , 9 0 0 $3,940,624 $20,688,276 $0 3 We s t F i r s t S t r e e t 2 0 - i n c h W a t e r L i n e , D a l l a s P a r k w a y 2 4 - i n c h P a r a l l e l 0% 68 % 68 % $3 , 3 9 6 , 3 0 0 $0 $2,309,484 $1,086,816 4 LP P 2 . 5 M G E S T & 2 4 - i n c h W a t e r L i n e 12 % 7 2 % 6 0 % $5 , 8 3 2 , 5 0 0 $699,900 $3,499,500 $1,633,100 5 Da l l a s P a r k w a y 2 0 - i n c h & W e s t P r o s p e r T r a i l 1 2 - i n c h W a t e r L i n e s 0% 61 % 61 % $1 , 6 2 9 , 0 0 0 $0 $993,690 $635,310 6 LP P P u m p S t a t i o n E x p a n s i o n & 3 6 - i n c h T r a n s m i s s i o n M a i n s 0% 6 6 % 6 6 % $6 , 1 2 0 , 6 0 0 $0 $4,039,596 $2,081,004 7 24 - i n c h T r a n s m i s s i o n M a i n 0% 21 % 21 % $4 , 0 6 4 , 3 0 0 $0 $837,246 $3,227,054 8 Le g a c y D r i v e 2 4 - i n c h W a t e r L i n e 0% 8 6 % 8 6 % $2 , 9 0 8 , 5 0 0 $0 $2,501,310 $407,190 9 We s t P r o s p e r T r a i l 2 0 - i n c h W a t e r L i n e 0% 49 % 49 % $2 , 3 7 0 , 9 0 0 $0 $1,161,741 $1,209,159 10 Da l l a s P a r k w a y / F r o n t i e r P a r k w a y 1 2 - i n c h W a t e r L i n e 0% 4 4 % 4 4 % $3 , 3 6 0 , 0 0 0 $0 $1,478,400 $1,881,600 11 Fi r s t S t r e e t 1 2 - i n c h W a t e r L i n e 0% 81 % 81 % $1 , 9 0 8 , 5 0 0 $0 $1,545,885 $362,615 12 Pr e s t o n R o a d 2 0 - i n c h W a t e r L i n e 0% 7 6 % 7 6 % $2 , 5 5 9 , 0 0 0 $0 $1,944,840 $614,160 13 Go o d h o p e R o p e 2 0 - i n c h W a t e r L i n e 0% 33 % 33 % $2 , 8 9 6 , 4 0 0 $0 $955,812 $1,940,588 14 Pr o s p e r R o a d 2 4 - i n c h W a t e r L i n e 0% 2 0 % 2 0 % $3 , 2 6 8 , 7 0 0 $0 $653,740 $2,614,960 Pr o p o s e d P r o j e c t S u b - t o t a l $6 5 , 4 5 2 , 8 0 0 $4,971,504 $42,787,740 $17,693,556 To t a l C a p i t a l I m p r o v e m e n t s C o s t $8 9 , 2 2 7 , 0 1 4 $13,536,549 $52,625,355 $23,065,110 (1 ) U t i l i z a t i o n i n 2 0 1 6 o n P r o p o s e d P r o j e c t s i n d i c a t e s a p o r t i o n o f t h e p r o j e c t t h a t w i l l b e u s e d t o a d d r e s s d e f i c i e n c i e s w i t h i n t h e e x i s t i n g s y s t e m o r s e r v e e x i s t i n g s y s t e m , a n d t h e r e f o r e a r e n o t e l i g i b l e f o r i m p a c t f e e c o s t r e c o v e r y f o r f u t u r e g r o w t h . Item 9 DR A F T W a t e r , W a s t e w a t e r , a n d R o a d w a y I m p a c t F e e R e p o r t To w n o f P r o s p e r 3- 1 9 Ta b l e 3 - 9 W a s t e w a t e r S y s t e m I m p a c t F e e E l i g i b l e P r o j e c t S u m m a r y No . De s c r i p t i o n o f P r o j e c t Pe r c e n t U t i l i z a t i o n Ca p i t a l C o s t Costs Based on 2016 Dollars 20 1 6 (1 ) 20 2 6 20 1 6 - 2 0 2 6 Current Development 10 Year (2016 - 2026) Beyond 2026 EX I S T I N G P R O J E C T S A Ba s i n 2 1 2 / 1 8 / 2 1 / 2 4 / 2 7 / 3 0 - i n c h I n t e r c e p t o r 50 % 88 % 38 % $2 , 3 1 9 , 1 9 2 $1,159,596 $879,990 $279,606 B FM 2 4 7 8 1 2 / 2 4 - i n c h I n t e r c e p t o r 5% 3 7 % 3 2 % $2 , 1 7 2 , 4 0 9 $108,621 $699,083 $1,364,705 C Ba s i n 4 1 2 / 1 5 / 2 1 / 2 4 - i n c h I n t e r p c e t o r & L a C i m a # 2 L i f t S t a t i o n D e c o m i s s i o n i n g 43 % 70 % 27 % $2 , 2 4 5 , 0 0 0 $962,723 $599,130 $683,147 D Ba s i n 8 2 7 / 2 1 / 1 8 - i n c h I n t e r c e p t o r 5% 4 6 % 4 2 % $1 , 7 0 0 , 0 0 0 $77,604 $710,624 $911,772 E Ba s i n 8 3 6 / 3 0 - i n c h I n t e r c e p t o r , 2 1 / - 2 4 - i n c h T r u n k L i n e , & 1 0 / 1 2 / 1 5 / 1 8 - i n c h T r u n k L i n e 12 % 43 % 31 % $5 , 7 0 0 , 0 0 0 $679,811 $1,749,081 $3,271,108 F 10 - i n c h F o r c e M a i n a n d 1 2 - i n c h I n t e r c e p t o r t o c o n v e y f l o w f r o m L a C i m a L S 51 % 9 7 % 4 6 % $4 3 5 , 0 0 0 $222,498 $200,975 $11,527 G Ca p i t a l C o s t f o r D o e B r a n c h W W T P ( 1 M G D o f c a p a c i t y ) (2 ) 16 % 10 0 % 84 % $1 4 , 3 4 8 , 5 5 1 $2,295,769 $12,052,782 $0 H Im p a c t F e e S t u d y 0% 1 0 0 % 0 % $1 1 2 , 9 9 3 $0 $0 $112,993 Ex i s t i n g P r o j e c t S u b - t o t a l $2 9 , 0 3 3 , 1 4 5 $5,506,622 $16,891,665 $6,634,858 PR O P O S E D P R O J E C T S 1 21 / 2 4 - i n c h I n t e r c e p t o r f r o m E x i s t i n g W W T P L i f t S t a t i o n 52 % 80 % 28 % $3 , 9 9 3 , 1 0 0 $2,077,214 $1,117,709 $798,177 2 Ne w 1 0 - i n c h P r o s p e r T r a i l T r u n k L i n e t o C o l e m a n S t r e e t 0% 3 6 % 3 6 % $6 4 0 , 8 0 0 $0 $229,464 $411,336 3 No r t h R u t h e r f o r d B r a n c h C r e e k 1 0 - i n c h T r u n k L i n e 0% 29 % 29 % $8 0 5 , 1 0 0 $0 $231,217 $573,883 4 Pr e s t o n w o o d 1 2 - i n c h I n t e r c e p t o r & L i f t S t a t i o n D e c o m i s s i o n i n g 33 % 4 9 % 1 6 % $7 4 4 , 0 0 0 $248,270 $117,878 $377,852 5 Un i v e r s i t y D r i v e 1 2 / 1 5 - i n c h I n t e r c e p t o r 0% 10 % 10 % $1 , 8 6 4 , 8 0 0 $0 $179,864 $1,684,936 6 Fi r s t S t r e e t 1 0 - i n c h T r u n k L i n e t o E x i s t i n g 2 1 - i n c h I n t e r c e p t o r 0% 3 0 % 3 0 % $3 6 9 , 6 0 0 $0 $112,629 $256,971 7 Fu t u r e T o w n C e n t e r 1 0 - i n c h T r u n k L i n e s 0% 31 % 31 % $1 , 5 9 2 , 7 0 0 $0 $485,931 $1,106,769 8 So u t h R u t h e r f o r d B r a n c h C r e e k 1 0 - i n c h T r u n k L i n e 0% 4 3 % 4 3 % $3 6 7 , 0 0 0 $0 $157,740 $209,260 9 Le g a c y D r i v e 1 0 - i n c h T r u n k L i n e s 0% 26 % 26 % $1 , 1 1 8 , 9 0 0 $0 $289,129 $829,771 10 Ne w 1 0 - i n c h T r u n k L i n e s t o U n d e r D e s i g n 1 2 / 1 8 / 2 1 / 2 4 / 2 7 / 3 0 - i n c h I n t e r c e p t o r 0% 2 1 % 2 1 % $9 8 1 , 2 0 0 $0 $207,267 $773,933 11 Do e B r a n c h C r e e k 2 7 - i n c h I n t e r c e p t o r 9% 39 % 30 % $3 , 7 2 5 , 6 0 0 $339,537 $1,112,756 $2,273,307 12 Do e B r a n c h C r e e k 2 1 / 2 4 - i n c h I n t e r c e p t o r 14 % 5 0 % 3 6 % $4 , 0 6 9 , 7 0 0 $566,061 $1,453,594 $2,050,045 13 La k e s o f P r o s p e r 1 8 - i n c h I n t e r c e p t o r & L i f t S t a t i o n D e c o m i s s i o n i n g 20 % 61 % 40 % $3 , 3 8 9 , 6 0 0 $686,728 $1,367,502 $1,335,370 14 Pr o s p e r R o a d 1 0 / 1 2 / 1 5 - i n c h I n t e r c e p t o r & 1 0 - i n c h T r u n k L i n e 0% 1 9 % 1 9 % $2 , 2 9 6 , 9 0 0 $0 $433,648 $1,863,252 15 Pr o s p e r T r a i l 1 0 - i n c h T r u n k L i n e 0% 41 % 41 % $5 8 8 , 0 0 0 $0 $238,893 $349,107 16 Le g a c y D r i v e 1 0 - i n c h T r u n k L i n e s 0% 3 5 % 3 5 % $7 7 1 , 5 0 0 $0 $267,138 $504,362 - Ad d i t i o n a l C a p a c i t y i n D o e B r a n c h W W T P ( 1 . 9 M G D ) (3 ) 37 % 10 0 % 63 % $2 1 , 8 0 9 , 7 9 8 $8,035,189 $13,774,609 $0 Pr o p o s e d P r o j e c t S u b - t o t a l $4 9 , 1 2 8 , 2 9 8 $11,952,999 $21,776,968 $15,398,331 To t a l C a p i t a l I m p r o v e m e n t s C o s t $7 8 , 1 6 1 , 4 4 3 $17,459,621 $38,668,633 $22,033,189 (1 ) Ut i l i z a t i o n i n 2 0 1 6 o n P r o p o s e d P r o j e c t s i n d i c a t e s a p o r t i o n o f t h e p r o j e c t t h a t w i l l b e u s e d t o a d d r e s s d e f i c i e n c i e s w i t h i n t h e e x i s t i n g s y s t e m o r s e r v e e x i s t i n g s y s t e m , a n d t h e r e f o r e a r e n o t e l i g i b l e f o r i m p a c t f e e c o s t r e c o v e r y f o r f u t u r e g r o w t h . (2 ) Ca p i t a l c o s t i n c l u d e s c o s t r u c t i o n , e n g i n e e r i n g , i n s p e c t i o n , l a n d a n d p e r m i t c o s t s . T h e c o s t d o e s n o t i n c l u d e p r o j e c t m a n a g e m e n t a n d o v e r h e a d c o s t s . (3 ) Ba s e d o n d i s c u s s i o n w i t h U T R W D s t a f f , a f t e r d e d u c t i o n s f o r o n e - t i m e c o s t s s u c h a s l a n d , i t i s r e a s o n a b l e t o a s s u m e a 2 0 % d i s c o u n t i n c o n s t r u c t i o n c o s t s f o r f u t u r e p l a n t e x p a n s i o n . Item 9 C o l l i n C o u n t y C o l l i n C o u n t y (#UT(#UT(#UT [Ú UT !A UT[ÚUT UT (#UT [Ú !A (#UT ?j Upper Pressure Plane Pump StationTotal Pumping Capacity= 25.0 MGD Firm Pumping Capacity = 18.0 MGD 1 - 3.0 MG Ground Storage Tank1 - 5.0 MG Ground Storage Tank 2.0 MG Preston EST Elevated Storage Tank Overflow Elev. = 926 ft. Lower Pressure Plane Pump Station 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 2.5 MG Lower Pressure Plane EST #1 Elevated Storage Tank (2019) Overflow Elev. = 805 ft.(3 (8 (7 (6 (6 (3 (3 (5 (9 (10 (10 (10 (1 (2 (11 (12 (2 (12 (4 (7 (7 (2 24" 2 4 " 30 " 20" (F (F (D (D (F (E (D (D (D (C (B (G (G (B (B (A (A (C (E 48" 48 " 48" 48 " 48 " 48 " 48 " 48 " 48 " 48 " 48" 4 8 " 48" 48" 48 " 48 " 48 " 48 " 48" 30" 20"24" 16" 20" 30" 2 4 " 24 " 30"16" 2 4 " 16"20" 30"24" 16 " 16 " 20" 20"20"20"20"30"30" 24 " 30" 20" 16" 16 " 20"20"16"30"20" 30"30"30" 20" 30" 24" 20 " 30 " 20'' 42 ' ' 2 4 ' ' 12'' 42'' 42'' 12'' 20 ' ' 42'' 20 ' ' 42'' 20'' 42'' 42'' 20'' 24''36'' 20'' 12'' 12'' 24 ' ' 12'' 20'' 36'' 1 2 ' ' 12 ' ' 2 0 ' ' 12 ' ' 12'' 20''36'' 2 0 ' ' 24 ' ' 24 ' ' 1 2 ' ' 12 ' ' 12''20'' 16 ' ' 1 2 ' ' 12'' 12'' 12 ' ' 20 ' ' 12'' 12 ' ' 12' ' 12'' 12 ' ' 12'' 16'' 12'' 12'' 12'' 16'' 12 ' ' 12 ' ' 12 ' ' 12'' 12'' 12''12'' 12 ' ' 12'' 20 ' ' 12 ' ' 12'' 1 2 ' ' 12' ' 12'' 12'' 12'' 12'' 20'' 12'' 12 ' ' 16'' 12'' 12 ' ' 16 ' ' 20'' 12''20'' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 12 ' ' 16 ' ' 20'' 12''12'' 12 ' ' 12'' 12'' 12'' 12'' 12 ' ' 12''12''12'' 12 ' ' 12 ' ' 12'' 16 ' ' 12'' 12'' 12 ' ' 12 ' ' 16'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12'' 12 ' ' 12' ' 12 ' ' 20 ' ' 12'' 12'' 12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12'' 16'' 12'' 12'' 12'' 12 ' ' 12'' 12'' 12'' 12'' 12''12''12'' 12'' 12'' 12'' 1 2 ' ' 12 ' ' 12'' 12 ' ' 12''12'' 12'' 12 ' ' 12'' 6'' 4' ' 6'' 6'' 6' ' 6' ' 6' ' 4'' 6'' 6' ' 6'' 6'' 1 2 ' ' 12 ' ' 12'' 12'' 12'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12'' 12'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR PARVIN RD CR 6 FISHTRAP RD CR 83 CR 5 1 N C U S T E R R D CR 8 4 W FIRST ST CR 26 SM I L E Y R D FM 2 4 7 8 W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SH 2 8 9 CAREY RD PROSPER RD N L E G A C Y D R CO I T R D N P R E S T O N R D C R 9 3 3 FM 1461 CR 1 2 4 GO O D H O P E R D CR 5 0 DAL L A S P K W Y S T E E L P K W Y S P R E S T O N R D CU S T E R R D CR 123 HA W K I N S L N BRISTOL DR D O E C R E E K R D FM 428 W S C O L E M A N S T CR 970 CR 858 AR T E S I A B L V D L O V E R S L N N T E E L P K W Y VIRGINIA PKWY P R E STON HILLS CIR PR 5155 CR 8 6 GIBBS RD C R 8 5 4 AMISTAD DR FA L C O N R D SIBYL LN P R 7801 AE R O C O U N T R Y R D E BROADWAY ST GENTLEWAY W I N D I N G C R E E K R D TA L O N L N BONAR RD CR 852 FI E L D S R D TRAIL DR CRUTCHFIELD DR CR 853 TW I N L A K E S D R BYRAN RD B L U E F O R E S T D R SHASTA DR HARPER R D S C R A I G R D PR 5 1 5 6 H E R I T A G E T R L B E N B R O O K B L V D LAKE TRAIL LN PANTHER CREEK RD W O O D V I E W D R BEDFORD LN EUREKA LN A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V E R O N A D R V I R G I N I A H I L L S D R LA N C A SHIRELN CROSSLAKE CT FAIR O AKS LN E SEVENTH ST RHE A M I L L S C I R C R O O K E D S T I C K D R CA S T I N E D R H A R V E S T R I D G E L N OA K B E N D T R L H A W T H O R N D R W H I T E R O C K BL V D E US 380 V I C T O R Y W A Y W H E A T L A N D R D VISTA VIEW LN MONTICELLO DR JULIETTE DR S L E G A C Y D R B R O A D M O O R L N S T O N I N G T O N D R PRESTONVIEW DR N C H U R C H S T CEDAR SPRINGS DR Q U A I L HOLLOW N P A R V I N S T E S S E X D R S T O N Y T R L TEXA N A D R WARREN DR GRI N D S T O N E D R PACKSADDLE TRL PR 5569 NOLES RD PREST O N C OUNTR Y L N TWIN MALLETS LN PR 5 4 3 6 E SIXTH ST W A T C H H I L L L N H I D D E N L A K E D R BRADFORD DR P E B B L E C R E E K D R EAGLE LN D R Y C REE K B L V D COLLIN CT CRAFTSBURY LN CH A P E L H I L L D R EQ U E S T R I A N W A Y STILLHOUSE HOLLOW DR E FIFTH ST W I L L O W R I D G E D R CRESTWO O D D R SH A D O W H I L L D R BU T C H A R T D R N S T O N EBRIDGEDR S T C L A I R D R WOODHAVEN DR AD A M S P L CORN E T C T PLUM CT CHARLOTTEDR E EIGHTH ST WIL L O W R U N HARRISBURG LN COUNTRY VIEW DR GR A Y L N FO U R S E A S O N S L N NORFOLK LN P E R E G R I N E P T PASEWARK CIR MANASSAS RIDGE NEWPORT LN CREEKWOOD DR BEAVER TRL BLOOMDALE DR C H E R O K E E R O S E T R L JE S S I C A L N S T I L L H O U S E H O L L O W C T COASTAL DR HAMPSHIRE DR WILS ON DR S T O N E C R E E K DR S A N J U A N A VE L E N O X D R OLD DAIRY FARM RD BROAD M E A D O W L N CEDAR TRL LA W R E N C E L N PHANTOM LN HICKORYCREEK DR CR A N B E R R Y L N MAGNOLIA BLVD MOONEY DR THREE RIVERS DR WA L N U T G R O V E R D B R I D L E B E N D CR 859 G R A N D H A V E N L N GREEN ASH DR DE E R R U N L N CHESAPEAKE LN PRENTISS DR LA R K C I R SONNET DR KOMROM CT M I S T Y M E A D O W D R C REEKWOOD LN F E R N D A L E D R BE T T S L N BOONE DR TWELVE OAKS L N EXETER D R COUNT R Y C R E E K LN CREEK VIEW C T H O P E W E L L D R S H A R E D D R I V E W A Y MERCER WAY POST OAK CT PH E A S A N T R U N S T C HAMA ST UVALDE WAY YAK DR PRAIRIE VISTA DR ASCOT PL N W E S L E Y D R SP A R R O W P T L I N C O L N W O O D D R V A L VERDE DR LI V E O A K L N MANITO U D R SA L A D A D R STONYBROOK DR FALCON CT W R E D W O O D C I R GABLES DR BROOK HO L L O W C T STEARMAN LN DURST HAVEN L N NORWIC H D R C O N C H O T R L HO N E Y B R O O K L N S A D D L E H O R N C T SUNRISE TRL SA N D S T O N E D R DOOLITTLE DR GENERAL BOND C T HENRY PL D O V E C R E E K S T CR O S S W I N D L N CE D A R B E N D C T YORKTOWN ST NI L E S C T BILLY MITCHELL DR ROCKIN RILEY RD KINNER DR S E D A L I A D R HAMP T O N C T WH I T N E Y C T MICHELLE CT SA L T L A K E C T TRINID A D C T BROOKGREEN CT LEESBURG CT B E L T O N D R BEAR CREEK DR BROOK VIEW CT D A L L A S N O R T H T O L L W A Y DA L L A S P K W Y E FIFTH ST FAIR OAKS LN W UNIVERSITY DR CR 5 0 CR 26 8'' 6'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8 ' ' 8'' 6' ' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6 ' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 6'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 6 ' ' 8'' 8' ' 8' ' 8' ' 8'' 6 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 6 ' ' 8 ' ' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 8 ' ' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 6' ' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 6 ' ' 8''6'' 8' ' 8'' 6 ' ' 8 ' ' 8'' 8'' 6'' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 6 ' ' 8'' 6'' 8'' 8' ' 8'' 8'' 8' ' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6 ' ' 8'' 8'' 6'' 8 ' ' 8' ' 8'' 8'' 8'' 6 ' ' 8' ' 6'' 8'' 6' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8''8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6' ' 6 ' ' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 4'' 6' ' 6' ' 8''6' ' 6'' 6 ' ' 8' ' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6' ' 6'' 8 ' ' 6'' D o e B r a n c h WilsonCreek P a n t h e r C r e ek GentleCreek Parvin Bran c h R u t h e r f o r d B r a n c h S t r e a m R o w l e t t Cre e k P arvin B r a n c h R u t h e r f o r d B r a n c h S t r e a m P a r v i n B r a nch Doe Branch Gentle C r e e k Str e a m DRAFT FIGURE 3-9TOWN OF PROSPERWATER SYSTEM IMPACT FEE CAPITAL IMPROVEMENT PROJECTS 0 1,700 3,400 SCALE IN FEET I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: H:\W_WW_PLANNING\Deliverables\02_Water_System\15_Water_IF_Map\(Figure_3-9)_Water_IF_CIP.mxd Updated: Friday, September 23, 2016 8:02:12 AM Expand Firm Pumping Capacityto 25.0 MGD (2024) New 10.0 MGD Pump Stationand 6.0 MG Ground Storage Tank (2019) (6(2 Lower Pressure PlanePump Station Improvements LEGEND Proposed Impact Fee Eligible Improvements !A Proposed Pressure Reducing Valve [Ú Proposed Pump Station UT Proposed Ground Storage Tank (#UT Proposed Elevated Storage Tanks Proposed Water Line Proposed Supply Line NTMWD Water System Water Line Existing Impact Fee Eligible Projects [Ú Pump Station UT Ground Storage Tank (#UT Elevated Storage Tank Water Line Existing Water System !A Existing Pressure Reducing Valve [Ú Existing Pump Station UT Existing Ground Storage Tank (#UT Existing Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane Item 9 "C` !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( V V V V V V V V V V V ä ä ä ä ä ä ä ä ä ä ä U U PTWW) Vä Vä Vä TXWWTP 10''10'' 10'' 6" F . M . 6 ' ' F . M . 24'' 12'' 15 ' ' 15' ' 12'' 12'' F.M.12'' F.M.12'' F.M. 12'' 21''24'' 12' ' 12'' WastewaterTreatment Plant(Abandoned) La CimaLift StationCapacity: 3.0 MGD La Cima # 2 Steeple ChaseLift Station(Abandoned) GreenspointLift Station(Abandoned) Whispering FarmsLift Station(Abandoned) Gentle CreekLift Station(Abandoned) Decommission LS and FM Decommission LS and FM EE Flow to NTMWD(Wilson Creek)Flow to UTRWD Decommission LS and FM (1 (B (B (B (C (C (A (A (D (D (D (E (E (E (E (E (A (F (F (B (5 (13 (13(15 (13 (16 (10 (10 (9 (9 (12 (14 (14 (12 (11 (11 (5 (4 (7 (7 (6 (3 (B (2 (8 Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Basin 9 KªKª Aj Aj Kª Doe BranchWastewater Treatment Plant(UTRWD) 27 ' ' 8'' 21'' 24 ' ' 12 ' ' 30 ' ' 18'' 3 6 ' ' 10'' 15 ' ' 8'' 21''21'' 18'' 21'' 21'' 21 ' ' 18'' 1 2 ' ' 21'' 24'' 18'' 21'' 36'' 24'' 36'' 27'' 21'' 30'' 21'' 36'' 36'' 18'' 36'' 18'' 1 8 ' ' 8'' 36'' 36''36' ' 18 ' ' 30'' 21'' 27 ' ' 12'' 24'' 18'' 21''15'' 12'' 24'' 21'' 1 0 ' ' 10'' 12'' 12'' 10'' 21'' 10'' 10 ' ' 10'' 10'' 10'' 10 ' ' 1 0 ' ' 12'' 10''10'' 10 ' ' 21'' 24'' 12'' 18'' 27'' 15'' 1 0 ' ' 21'' 18'' 1 0 ' ' 18'' 12''10 ' ' 10'' 27'' 27'' 27'' 18'' 15'' 10'' 24 ' ' 27'' 10 ' ' 18'' 27'' 18'' 10'' 10'' 12'' 10 ' ' 10 ' ' 27'' 24'' 15'' 24''18'' 10'' 24'' 10''10'' 10'' 12'' 24'' 10'' 10'' 10 ' ' 24'' 24'' 12'' F.M. 15 ' ' 12'' 10'' 10''10'' 1 5 ' ' 1 0 ' ' 1 2 ' ' 10'' 12 ' ' 10'' 15'' 15'' 15'' 10'' 1 5 ' ' 10'' 10 ' ' F . 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M . 8'' 6' ' 6'' 8' ' 6' ' 8' ' 6'' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8 ' ' 8' ' 6' ' 8'' 6'' 8'' 8'' 6 ' ' 6' ' 6'' 8'' 6'' 8 ' ' 8'' 6' ' 8 ' ' 6' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8 ' ' 6'' 8 ' ' 8 ' ' 6'' 8'' 6' ' 6'' 6'' 6'' 8'' 6' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6' '8'' 8'' 8'' 6'' 6' ' 6'' 6'' 8'' 6' ' 6' ' 8'' 4'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6' ' 8'' 8' ' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8' ' 8'' 8 ' ' 8' ' 8' ' 8'' 6'' 6'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 4' ' 8'' 8 ' ' 8 ' ' 8'' 8'' 8' ' 8 ' ' 6'' 8'' 8'' 8'' 6 ' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 6'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 6'' 8'' 8'' 8'' 8' ' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8 ' ' 8 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8' ' 8 ' ' 8'' 8' ' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 6'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 6'' 8'' 8 ' ' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8' ' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 12'' 10'' 10'' 10 ' ' 10'' 12'' 1 0 ' ' 12'' 10 ' ' D o e B r a n c h Panther Cree k W il s o n C r e e k P a r v i n Branch R u t h e r f o r d B r a n c h S t r e a m R o w let t C r e e k Pond P arvin Branch S t r e a m Parv i n B r a n c h D o e B r a n c h St r e a m ParvinBranch S t r e a m !(Manhole Vä Lift Station U U PTWW)Wastewater Treatment Plant "C`NTMWD Meter 8" and Smaller Wastewater Line 10" and Larger Wastewater Line 8" and Smaller Force Main 10" and Larger Force Main DRAFT FIGURE 3-10TOWN OF PROSPERWASTEWATER SYSTEMIMPACT FEE CAPITAL IMPROVEMENT PROJECTS 0 1,700 3,400 SCALE IN FEET I SUB-BASINS Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Basin 9 Created By Freese and Nichols, Inc. Job No.: PRP11118 Location: H:\W_WW_PLANNING\Deliverables\03_WW_System\14_WW_IF_Map\(Figure_3-10)_Wastewater_IF_CIP.mxd Updated: Friday, September 23, 2016 8:29:04 AM Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary LEGEND Vä Proposed Decommissioned Lift Station Proposed Impact Fee Eligible Gravity Line Proposed Decommissioned Force Main Vä Decommision Existing Lift Station Existing Impact Fee Eligible Wastewater Line Existing Impact Fee Eligible Force Main UTRWD Wastewater Line NTMWD Wastewater Line Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-22 3.6.2 Service Units The maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period. A water service unit is defined as the service equivalent to a water connection for a single-family residence. The Town of Prosper does not directly meter wastewater flows and bills for wastewater services based on the customer’s water consumption. Therefore, a wastewater service unit is defined as the wastewater service provided to a customer with a water connection for a single-family residence. The service associated with public, commercial, and industrial connections is converted into service units based upon the capacity of the meter used to provide service. The number of service units required to represent each meter size is based on the safe maximum operating capacity of the appropriate meter type. The Town primarily uses displacement meters size 2-inch and smaller for domestic service. Turbine meters are reserved for high flow service like irrigation. Compound meters are typically used for sizes greater than 2-inches. Compound meters are typically used for customers that have a large range of flows like a school, car wash or restaurant. The Town of Prosper provided the safe maximum operating capacity for each meter size based on guidance from Neptune meters. The service unit equivalent for each meter size used by the Town is listed in Table 3-10. Typically, in Prosper, single-family residences are served with 1-inch positive displacement water meters. Larger meters represent multi-family, public, commercial, and industrial water use. The Town provided data that included the meter size of each active water meter as of February 2016. Table 3-11 shows the actual number water meters for 2016 and the projected number of water meters for 2026. Table 3-12 shows the wastewater service units for 2016 and the projected service units for 2026. Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-23 Table 3-10 Service Unit Equivalencies Meter Size Meter Type Safe Maximum Operating Capacity (gpm)(1) Service Unit Equivalent 5/8” Displacement 20 0.4 1” Displacement 50 1.0 1-1/2” Displacement 100 2.0 1-1/2” Turbine 160 3.2 2” Displacement 160 3.2 2” Turbine 200 4.0 3” Compound 450 9.0 3” Turbine 450 9.0 4” Compound 1,000 20.0 4” Turbine 1,200 24.0 6” Compound 2,000 40.0 6” Turbine 2,500 50.0 8” Turbine 4,000 80.0 10” Turbine 6,500 130.0 (1) Safe maximum operating capacity is based on Neptune Technology Meter capacities provided by the Town of Prosper. Table 3-11 Water Service Units Meter Size 2016 Meters 2016 Service Units 2026 Meters 2026 Service Units Growth in Service Units 5/8” 1,750(1) 700 1,750 700 0 1” 3,718 3,718 11,219 11,219 7,501 1-1/2” (PD) 68 136 177 354 218 1-1/2” (Turbine) 15 48 39 125 77 2” (PD) 117 374.4 305 976 602 2” (Turbine) 44 176 115 460 284 3” (Compound) 8 72 21 189 117 4” (Compound) 9 180 24 480 300 6” (Compound) 1 40 3 120 80 8" 0 0 0 0 0 10" 0 0 0 0 0 Total 5,730 5,444 13,653 14,623 9,178 (1) Meters smaller than 1-inch have been grandfathered into the system. All future water meters will be 1-inch or larger. Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-24 Table 3-12 Wastewater Service Units Meter Size 2016 Meters 2016 Service Units 2026 Meters 2026 Service Units Growth in Service Units 5/8” 1,230 492 1,230 492 0 1” 3,489 3,489 10,942 10,942 7,453 1-1/2” (PD) 56 112 165 330 218 1-1/2” (Turbine) 0 0 24 77 77 2” (PD) 54 173 242 774 602 2” (Turbine) 0 0 71 284 284 3” (Compound) 7 63 20 180 117 4” (Compound) 7 140 22 440 300 6” (Compound) 1 40 3 120 80 8" 0 0 0 0 0 10" 0 0 0 0 0 Total 4,844 4,509 12,719 13,639 9,130 3.6.3 Maximum Impact Fee Calculations Texas Government Code Chapter 395 outlines the procedures and requirements for calculating maximum allowable impact fees to recover costs associated with capital improvement projects needed due to growth over a 10-year period. Chapter 395 also requires a plan that addresses possible duplication of payments for capital improvements. This plan can either provide a credit for the portion of revenues generated by new development that is used for the payment of eligible improvements, including payment of debt, or reduce the total eligible project costs by 50 percent. The Town of Prosper has selected to utilize the reduction of the total eligible project costs by 50 percent to determine the maximum allowable impact fees. Chapter 395 of the Texas Local Government Code states that the maximum impact fee may not exceed the amount determined by dividing the cost of capital improvements required by the total number of service units attributed to new development during the impact fee eligibility period less the credit to account for water and wastewater revenues used to finance capital improvement plans. The total projected costs include the projected capital improvement costs to serve 10-year development, the projected finance cost for the capital improvements, and the consultant cost for preparing and updating the Capital Improvements Plan. A 4.0% interest rate was used to calculate Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-25 financing costs. Table 3-13 displays the maximum allowable impact fee for water and wastewater by meter size. Water Impact Fee: Impact Fee Eligible Capital Improvement Costs $52,625,355 Financing Costs $17,504,846 Total Eligible Costs $70,130,201 Growth in Service Units 9,178 Maximum Water Impact Fee = Total Eligible Costs/Growth in Service Units = $70,130,201/9,178 = $7,641 per Service Unit Maximum Allowable Water Impact Fee = Maximum Impact Fee – Credit (50%) = $7,641- $3,821 = $3,821 per Service Unit Wastewater Impact Fee: Impact Fee Eligible Capital Improvement Costs $38,688,633 Financing Costs $12,862,402 Total Eligible Costs $51,531,035 Growth in Service Units 9,130 Maximum Wastewater Impact Fee = Total Eligible Costs/Growth in Service Units = $51,531,035/9130 = $5,644 per Service Unit Maximum Allowable Wastewater Impact Fee = Maximum Impact Fee – Credit (50%) = $5,644- $2,822 = $2,822 per Service Unit Item 9 DRAFT Water, Wastewater & Roadway Impact Fee Report Town of Prosper 3-26 Table 3-13 Impact Fee by Meter Size Meter Size Water Impact Fee(1) Wastewater Impact Fee(1) Total Impact Fee(1) 5/8” $1,528 $1,129 $2,657 1” $3,821 $2,822 $6,643 1-1/2” (PD) $7,641 $5,644 $13,285 1-1/2” (Turbine) $12,226 $9,030 $21,256 2” (PD) $12,226 $9,030 $21,256 2” (Turbine) $15,282 $11,288 $26,570 3” (Compound) $34,385 $25,398 $59,783 4” (Compound) $76,410 $56,440 $132,850 6” (Compound) $152,820 $112,880 $265,700 8” $305,640 $225,760 $531,400 10” $496,665 $366,860 $863,525 (1) Based on maximum allowable water and wastewater impact fees. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-1 4.0 ROADWAY IMPACT FEE ANALYSIS Chapter 395 of the Texas Local Government Code prescribes the process which Texas cities must follow in the update of impact fees. Statutory requirements mandate that impact fees be updated (at least) every five years. Accordingly, the Town of Prosper has developed its Land Use Assumptions and Capital Improvements Plan (CIP) with which to update the Town’s Roadway Impact Fees. The Town has retained Freese and Nichols, Inc. to provide professional transportation engineering services for the Roadway Impact Fee Update. This report includes details of the impact fee calculation methodology in accordance with Chapter 395, the applicable Land Use Assumptions, development of the CIP, and the refinement of the Land Use Equivalency Table. Land use assumptions serve as the basis from which travel demands over the ten-year planning period are developed. This analysis is based on data contained in Section 2 detailing the land use assumptions, which was presented to the Impact Fee Capital Improvements Advisory Committee (CIAC) in March 2016. As a funding mechanism for roadway improvements, impact fees allow cities to recover the costs associated with new or facility expansion in order to serve future development. Legislatively, roadway impact fees may consider arterial and collector status roads on the Town’s official Thoroughfare Plan. Statutory requirements mandate that impact fees be based on a specific list of improvements identified in the program – the Impact Fee CIP – and only the cost attributed (and necessitated) by new growth over a ten-year period may be considered per the Land Use Assumptions. As projects in the program are completed, planned costs are updated with actual costs to more accurately reflect the capital expenditure of the program. Additionally, new capital improvement projects may be added to the system. Initially authorized by the Texas Legislature in 1987, impact fees have undergone several technical and administrative changes, most notably since 2001. These include: • Expansion of the service area structure for roadway facilities from three to six miles in breadth; Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-2 • A credit for the portion of ad valorem tax revenues generated by improvements over the program period, or the credit equal to 50% of the total projected cost of implementing the capital improvements plan; • A city's share of costs on the federal or Texas highway system, including matching funds and costs related to utility line relocation, the establishment of curbs and gutters, sidewalks, drainage appurtenances, and rights-of-way; • Increase in the time period of update of impact fee land use assumptions and capital improvements plan from a three to a five-year period; • Changes in compliance requirements related to annual reporting; • Consolidation of the land use assumptions and capital improvements plan hearings; and • The exemption of schools districts and federal housing from paying impact fees. This report introduces and references two of the basic inputs to the Roadway Impact Fee: the Land Use Assumptions and the Capital Improvements Plan (CIP). Information from these two components is used extensively in the remainder of the report. This report consists of a detailed discussion of the methodology for the computation of impact fees. This discussion - Methodology for Roadway Impact Fees and Impact Fee Calculation addresses each of the components of the computation and modifications required for the study. The components include: • Service Areas; • Service Units; • Cost Per Service Unit; • Cost of the CIP; • Service Unit Calculation; • Maximum Assessable Impact Fee Per Service Unit; and • Service Unit Demand Per Unit of Development. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-3 The report also includes a section concerning the Plan for Awarding the Roadway Impact Fee Credit. In the case of the Town of Prosper, the credit calculation was based on awarding a 50 percent credit. The final section of the report is the Conclusion, which presents the findings of the update analysis. Sample calculations are provided for applying the fee to residential and commercial development. 4.1 Methodology To update roadway impact fees for the Town of Prosper, a series of work tasks were undertaken. These tasks are described below. 1. Meetings were held with the Town Staff and the Capital Improvement Advisory Committee (CIAC) to discuss the methodology to be used in the update. 2. Roadway service area structure was retained from the 2011 study. 3. Vehicle-miles of travel in the PM peak hour were retained as the service unit measure for roadway impact fee calculations. 4. A roadway conditions inventory was conducted to update lane geometries, roadway classifications and segment lengths, as necessary, of facilities in the impact fee program. Using updated traffic volumes provided by the Town, service area deficiencies were identified within the network. 5. Projected growth (service units) by service area over the ten-year planning period was determined using the 2016 Land Use Assumptions in conjunction with the revised Land Use Equivalency Table. Projected growth between the years 2016 and 2026 of population and employment are detailed in Section 2. 6. The previous roadway impact fee capital improvements program (IFCIP) was reviewed to ensure excess capacity remained in the program as well as to incorporate revised growth figures for each service area. Completed projects were identified by Town Staff and updated in the program. 7. Roadway cost data of construction, engineering, and right-of-way for impact fee projects were updated and compiled by service area based on data provided by Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-4 the Town. For recently completed projects, actual costs were incorporated into the system database. 8. The cost of capacity provided, maximum cost per service unit, and cost attributable to new development were calculated for each service area. 9. The Land Use Equivalency Table (service unit generation for specific land use categories) was updated to incorporate new trip rate and trip length data. Trip rate data was obtained from Trip Generation, Ninth Edition by the Institute of Transportation Engineers (ITE). Trip length statistics of the town were obtained from the North Central Texas Council of Governments (NCTCOG) travel demand model. 10. A report was prepared to document the procedures and findings of the analysis. 4.2 Roadway Impact Fee Calculation Inputs 4.2.1 Land Use Assumptions The land use assumptions used are presented in detail in Section 2 of this report. For purposes of roadway impact fees, the Town of Prosper was divided into two service areas contained entirely within the current corporate limits as shown in Figure 4-1. The BNSF railroad serves as the dividing line between the two areas. Table 4-1 presents the land use assumptions utilized in the roadway impact fee component. The population and employment estimates and projections were all compiled in accordance with the following categories: 1. Dwelling Units: Number of dwelling units, both single and multi-family. 2. Employment: Square feet of building area based on three (3) different classifications listed below. Each classification has unique trip making characteristics. • Retail: Land use activities which provide for the retail sale of goods that primarily serve households and whose locations choice is oriented toward the household sector, such as grocery stores and restaurants. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-5 • Service: Land use activities which provide personal and professional services such as government and other professional administrative offices. • Basic: Land use activities that produce goods and services such as those that export outside of the local economy, such as manufacturing, construction, transportation, wholesale, trade, warehousing, and other industrial uses. Table 4-1 Land Use Assumptions for Roadway Impact Fees SA Year Dwelling Units Employment (1,000 Square Feet) Basic Service Retail Total SA 1 (W of RR) 2016 819 213 1,307 447 1,967 2026 5,614 513 2,040 2,230 4,783 SA 2 (E of RR) 2016 4,844 0 1,900 533 2,433 2026 7,417 0 3,517 3,330 6,847 4.2.2 Capital Improvements Plan The Town has identified the Town-funded transportation projects needed to accommodate the projected growth within the Town. The CIP for Roadway Impact Fees is made up of: • Recently completed projects with excess capacity available to serve new growth; • Projects currently under construction; and • Remaining projects needed to complete the Town’s Master Thoroughfare Plan (MTP). The CIP includes arterial and collector facilities. All of the arterial and collector facilities in the currently adopted MTP were included in the impact fee CIP to provide flexibility in the development of community due to currently rapid rates of development. The CIP for Roadway Impact Fees that is proposed for the Roadway Impact Fee Update is listed in Table 4-2 and Table 4-3, and mapped in Figure 4-1. The table shows the length of each project as well as the facility’s classification. The CIP was developed in conjunction with input from Town of Prosper staff and represents those projects that will be needed to accommodate the growth projected in the Land Use Assumptions (see Section 4.2.1). Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-6 Table 4-2 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 1 Serv Reference Project Length Pct. in Area CIP No.Roadway From To Status (mi)Serv. Area5280 1/X 1-A FM 1385 US 380 Gee Rd New 0.94 50% 1/X 1-B FM 1385 Gee Rd Parvin Rd New 1.39 50% 1 1-Ca Gee Rd US 380 Fish Trap Rd Recoup 0.76 100% 1 1-Cb Gee Rd US 380 Fish Trap Rd New 0.76 100% 1 1-Cc Gee Rd Fish Trap Rd FM 1385 New 0.73 100% 1 1-Cd Gee Rd Fish Trap Rd FM 1385 New 0.73 100% 1 1-Da Teel Pkwy US 380 Fish Trap Rd Recoup 0.73 100% 1 1-Db Teel Pkwy US 380 Fish Trap Rd New 0.73 100% 1/X 1-Ea Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl Recoup 0.75 50% 1/X 1-Eb Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl New 0.75 50% 1/X 1-Ec Teel Pkwy 2680' S of Prosper Trl 1705' S of Prosper Trl New 0.18 50% 1 1-F Teel Pkwy 1705' S of Prosper Trl Prosper Trl New 0.32 100% 1 1-G Teel Pkwy Prosper Trl Parvin Rd New 0.54 100% 1 1-Ha Legacy Dr US 380 Prairie Dr Recoup 0.39 100% 1 1-Hb Legacy Dr US 380 Prairie Dr New 0.39 100% 1 1-Hc Legacy Dr Prairie Dr Fish Trap Rd New 0.60 100% 1 1-I Legacy Dr Fish Trap Rd Ex. Parvin Rd New 1.68 100% 1/X 1-J Legacy Dr Ex. Parvin Rd Frontier Pkwy New 0.46 50% 1 1-K DNT E Collector US 380 1320' S of Fish Trap Rd New 0.77 100% 1 1-L DNT E Collector 1320' S of Fish Trap Rd Fish Trap Rd New 0.25 100% 1 1-Ma Cook Ln Fish Trap Rd 1320' S of Prosper Trl New 0.75 100% 1 1-Mb DNT E Collector Prosper Trl Frontier Pkwy New 1.00 100% 1/X 1-N Parvin Rd FM 1385 3680' E of Teel Pkwy New 2.44 50% 1/X 1-O Frontier Pkwy/FM 1461 Legacy Dr DNT New 1.08 50% 1/X 1-P Frontier Pkwy/FM 1461 DNT BNSF RR New 1.09 50% 1 1-Q Prosper Trl Teel Pkwy 3660' E of Teel Pkwy New 0.69 100% 1 1-R E-W Collector DNT DNT E Collector New 0.48 100% 1/X 1-S Prosper Trl 2110' W of Legacy Dr 1600' W of Legacy Dr New 0.10 50% 1 1-T Prosper Trl 1600' W of Legacy Dr DNT New 1.39 100% 1 1-U Prosper Trl DNT BNSF RR Recoup 0.84 100% 1 1-Va Fish Trap Rd Gee Rd Teel Pkwy New 1.22 100% 1 1-Vb Fish Trap Rd Gee Rd Teel Pkwy Recoup 1.22 100% 1/X 1-W Fish Trap Rd Teel Pkwy 2530' E of Teel Pkwy New 0.48 50% 1 1-Xa Fish Trap Rd 2530' E of Teel Pkwy DNT New 1.99 100% 1 1-Xb Firs t St DNT BNSF RR New 0.65 100% 1 1-Ya Prairie Dr Teel Pkwy Winding Oak New 0.84 100% 1 1-Yb Prairie Dr Winding Oak Legacy Dr Recoup 0.26 100% 1 1-Yc Prairie Dr Winding Oak Legacy Dr New 0.26 100% 1 1-Yd Prairie Dr Legacy Dr Fish Trap Rd New 1.61 100% 1 1-Z Shawnee Trl Fish Trap Rd Parvin Rd New 2.05 100% 1 1-AA Lovers Ln US 380 BNSF RR New 1.84 100% 1 1-BB DNT Frontage Rd US 380 Frontier Pkwy New 3.00 100% 1 I-1 Signal Installation DNT Frontier Pkwy New 0.00 100% 1 I-2 Signal Installation DNT Prosper Trl New 0.00 100% 1 I-3 Signal Installation DNT First St New 0.00 100% Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-7 Table 4-3 10-Year Capital Improvements Plan for Roadway Impact Fees – Service Area 2 Serv Reference Project Length Pct. in Area CIP No.Roadway From To Status (mi)Serv. Area5280 2 2-A Preston Rd US 380 Frontier Pkwy Recoup 3.25 100% 2 2-B Coit Rd US 380 First St New 1.01 100% 2 2-C Coit Rd First St Frontier Pkwy New 2.01 100% 2 2-D Coit Rd US 380 First St Recoup 1.01 100% 2 2-E Hays Rd First St Preston Rd New 0.88 100% 2/X 2-F Custer Rd US 380 First St New 1.24 50% 2/X 2-G Custer Rd First St Prosper Trl New 0.76 50% 2/X 2-H Custer Rd Prosper Trl 2605' N of Prosper Trl New 0.49 50% 2/X 2-I Frontier Pkwy/FM 1461 BNSF RR Preston Rd New 0.93 50% 2/X 2-J Frontier Pkwy/FM 1461 Preston Rd Coit Rd New 0.98 50% 2/X 2-K Frontier Pkwy/FM 1461 Coit Rd 1405' W of Custer Rd New 1.99 50% 2 2-L Prosper Trl BNSF RR Preston Rd Recoup 1.11 100% 2 2-M Prosper Trl Preston Rd Coit Rd New 1.02 100% 2 2-N Prosper Trl Coit Rd 3995' W of Custer Rd New 1.26 100% 2/X 2-Oa Prosper Trl 3995' W of Custer Rd 3085' W of Custer Rd New 0.17 50% 2 2-Ob Prosper Trl 3085' W of Custer Rd 2645' W of Custer Rd New 0.08 100% 2/X 2-P Prosper Trl 2645' W of Custer Rd 1915' W of Custer Rd New 0.14 50% 2 2-Q Prosper Trl 1915' W of Custer Rd Custer Rd New 0.36 100% 2 2-R Firs t St BNSF RR N Coleman St New 0.37 100% 2 2-S Firs t St N Coleman St Craig St New 0.46 100% 2 2-T Firs t St Craig St Coit Rd Recoup 0.16 100% 2 2-U Firs t St Coit Rd Custer Rd New 2.05 100% 2 2-V Lovers Ln BNSF RR Preston Rd New 0.84 100% 2 2-W Lovers Ln Preston Rd US 380 New 0.64 100% 2 2-Xa Ric hland Blvd Preston Rd 700' W of La Cima New 0.74 100% 2 2-Xb Richland Blvd 700' W of La Cima 450' E of La Cima New 0.22 100% 2 2-Xc Richland Blvd 450' E of La Cima Prosper Commons New 0.56 100% 2 2-Ya Coleman St Preston Rd First St New 0.78 100% 2 2-Yb Coleman St First St Reynolds Middle School New 0.66 100% 2 2-Z Coleman St Reynolds Middle School Prosper Trl New 0.36 100% 2 2-AAa Coleman St Prosper Trl Talon Recoup 0.46 100% 2 2-AAb Coleman St Prosper Trl Talon New 0.46 100% 2 2-BBa Coleman St Talon Victory Ln Recoup 0.64 100% 2 2-BBb Coleman St Talon Victory Ln New 0.64 100% 2 2-CCa Coleman St Victory Ln Preston Rd Recoup 0.50 100% 2 2-CCb Coleman St Victory Ln Preston Rd New 0.50 100% 2 2-DD Victory Ln Coleman St Frontier Pkwy New 0.36 100% 2 2-EE McKinley St First St Coleman St New 0.61 100% 2 2-FF Craig Rd Preston Rd Broadway St New 0.42 100% 2 2-GGa Broadway St McKinley St Coleman St New 0.22 100% 2 2-GGb Broadway St Coleman St Preston Rd New 0.70 100% 2 I-4 Signal Installation Coit Rd Richland Blvd New 0.00 100% 2 I-5 Signal Installation Coit Rd Prosper Trl New 0.00 100% 2 I-6 Signal Installation Coit Rd First St New 0.00 100% 2/X I-7 Signal Installation Victory Ln Frontier Pkwy New 0.00 50% Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-8 Figure 4-1 CIP for Roadway Impact Fees Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-9 4.3 Methodology For Roadway Impact Fees 4.3.1 Service Area Chapter 395 requires that service areas be defined for roadway impact fees to ensure that facility improvements are located in close proximity to areas generating needs. Legislative requirements stipulate that roadway service areas be limited to a six-mile maximum and must be located within the current town limits. Transportation service areas are different from water and wastewater systems, which can include the town limits and its extra-territorial jurisdiction (ETJ) or other defined service area. This is primarily because roadway systems are "open" to both local and regional (non-town) use as opposed to a defined level of utilization from residents within a water and wastewater system. The result is that new development can only be assessed an impact fee based on the cost of necessary capital improvements within that service area. The Town of Prosper’s two roadway service areas, illustrated in Figure 4-1, were retained in this update with revisions made to include any annexations. 4.3.2 Service Units Service units establish a relationship between roadway projects and demand placed on the street system by development, as well as provide the ability to calculate and assess impact fees for specific development proposals. As defined in Chapter 395, "Service unit means a standardized measure of consumption, use, generation, or discharge attributable to an individual unit of development in accordance with generally accepted engineering or planning standards for a particular category of capital improvements or facility expansions." To determine the roadway impact fee for a particular development, the service unit must accurately identify the impact that the development will have on the major roadway system (i.e., arterial and collector roads) serving the development. This impact is a combination of the number of new trips generated by the development, the particular peaking characteristics of the land- use(s) within the development, and the length of each new trip on the transportation system. The service unit must also reflect the capacity, which is provided by the roadway system, and the demand placed on the system during the time in which peak, or design, conditions are present on the system. Transportation facilities are designed and constructed to accommodate volumes Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-10 expected to occur during the peak hours (design hours). These peak hour volumes typically occur during the typical weekday as motorists travel to and from work. The vehicle-mile during the PM peak hour serves as the service unit for impact fees in Prosper. This service unit establishes a more precise measure of capacity, utilization and intensity of land development through the use of published trip generation data. It also recognizes legislative requirements with regards to trip length. Another aspect of the service unit is the service volume that is provided (supplied) by a lane-mile of roadway facility. This number, also referred to as capacity, is a function of the facility type, facility configuration, number of lanes, and level of service. The hourly service volumes used in the Roadway Impact Fee Update are based upon Thoroughfare Capacity Criteria published by the North Central Texas Council of Governments (NCTCOG). Table 4-4 and Table 4-5 show the service volumes utilized in this report. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-11 Table 4-4 Service Volumes for Proposed Facility Types Roadway Type (Classification) Median Configuration Hourly Vehicle-Mile Capacity per Lane-Mile of Roadway Facility Collector Street (2LC) Undivided 450 Commercial Couplet (3L) Undivided 500 Minor Thoroughfare (4LD) Divided 650 Ultimate Major Thoroughfare (6LD) Divided 700 Table 4-5 Service Volumes for Existing Facility Types Roadway Type Description Hourly Vehicle-Mile Capacity per Lane-Mile of Roadway Facility 2UR Rural Cross-Section (i.e., gravel, dirt, etc.) 150 2UA Two lane undivided – Arterial Type 700 2UC Two lane undivided – Collector Type 450 3SC Three lane undivided (TWLTL) – Collector Type 500 3SA Three lane undivided (TWLTL) – Arterial Type 700 4UA Four lane undivided (TWLTL) – Arterial Type 525 4DA Four lane divided – Arterial Type 650 5SA Five lane undivided (TWLTL) – Arterial Type 700 6DA Six lane divided – Arterial Type 700 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-12 4.3.3 Cost Per Service Unit A fundamental step in the impact fee process is to establish the cost for each service unit. In the case of the roadway impact fee, this is the cost for each vehicle-mile of capacity on the CIP network. This cost per service unit is the cost to construct a roadway (lane-mile) needed to accommodate a vehicle-mile of travel at a level of service corresponding to the Town’s standards. The costs for service units are calculated for each service area based on a specific list of projects within that service area. The second component of the cost per service unit is the number of service units in each service area. This number is the measure of the growth in transportation capacity consumption that is projected to occur in the ten-year period. Chapter 395 requires that Impact Fees be assessed only to pay for growth projected to occur in the town limits within the next ten-years, a concept that will be covered in a later section of this report (see Section 4.2.5). As noted earlier, the units of demand are vehicle-miles of travel. 4.3.4 Cost of the CIP In general, those costs associated with the design, right-of-way acquisition, and construction and financing of all items necessary to implement the roadway projects identified in the capital improvements plan are eligible. It is important to note that upon completion of the capital improvements identified in the CIP, the Town must recalculate the impact fee using the actual costs and make refunds if the actual cost is less than the impact fee paid by greater than 10 percent. To prevent this situation, conservative estimates of project cost are considered. Chapter 395.012 identifies roadway costs eligible for impact fee recovery. The law states that: “An impact fee may be imposed only to pay the cost of constructing capital improvements for facility expansions, including and limited to the construction contract price, surveying and engineering fees, land acquisition costs, including land purchases, court awards and costs, attorney fees, and expert witness fees; and fees actually paid or contracted to be paid to an independent qualified Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-13 engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision.” “Projected interest charges and other finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principal and interest on bonds, notes, or other obligations issued by or on behalf of the political subdivision to finance the capital improvements or facility expansions identified in the capital improvements plan and are not used to reimburse bond funds expended for facilities that are not identified in the capital improvements plan.” The following details the individual cost components of the impact fee CIP. Construction: Construction costs include those costs which are normally associated with construction, including: paving, dirt work (including sub-grade preparation, embankment fill and excavation), clearing and grubbing, retaining walls or other slope protection measures, and general drainage items which are necessary in order to build the roadway and allow the roadway to fulfill its vehicle carrying capability. Individual items may include; bridges, culverts, inlets and storm sewers, junction boxes, man holes, curbs and/or gutters, and channel linings and other erosion protection appurtenances. Other items included in cost estimates may include: sidewalks, traffic control devices at select locations (initial cost only), and minimal sodding/landscaping. Engineering: These are the costs associated with the design and surveying necessary to construct the roadway. Because the law specifically references fees, it has generally been understood that in-house Town design and surveying cannot be included. Only those services that are contracted out can be included and it may be necessary to use outside design and surveying firms to perform the work. For planned projects, a percentage based on typical engineering contracts was used to estimate these fees. Right-of-Way: Any land acquisition cost estimated to be necessary to construct a roadway can be included in the cost estimate. For planning purposes, only the Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-14 additional amount of land needed to bring a roadway right-of-way to thoroughfare standard was considered. For example, if a 120’ right-of-way for an arterial road was needed and 80’ of right-of-way currently existed, only 40’ would be considered in the acquisition cost. The cost for right-of-way may vary based on location of project and will be based on data from the most current County Appraisal District data. Debt Service: Predicted interest charges and finance costs may be included in determining the amount of impact fees only if the impact fees are used for the payment of principle and interest on bonds, notes, or other obligations issued by the Town to finance capital improvements identified in the impact fee capital improvements plans. They cannot be used to reimburse bond funds for other facilities. Previous Assessments: The cost for any previous assessments collected by the Town on projects identified on the impact fee CIP must be removed from system consideration. Study Updates: The fees paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the capital improvements plan who is not an employee of the political subdivision can be included in the impact fees. Only the cost necessitated by new development within the 10-year plan period will be considered for impact fee consideration. For example, if only 60% of the capacity provided by the impact fee CIP is needed over the ten-year window, then only 60% of the cost associated with those facilities is considered in the cost per service unit calculation. Table 4-6 and Table 4-7 are the list of CIP projects for the Town of Prosper with conceptual level project cost projections. Detailed cost projections and the methodology used for each individual project can be seen in Appendix F - Conceptual Level Project Cost Projections. It should be noted that these tables reflect only conceptual-level opinions or assumptions regarding the portions of future project costs that are potentially recoverable through impact fees. Actual costs of Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-15 construction are likely to change with time and are dependent on market and economic conditions that cannot be precisely predicted at this time. This CIP establishes the list of projects for which impact fees may be utilized. Essentially, it establishes a list of projects for which an impact fee funding program can be established. This is different from a Town’s construction CIP, which provides a broad list of capital projects for which the Town is committed to building. The cost projections utilized in this study should not be utilized for the Town’s building program or construction CIP. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-16 Table 4-6 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Projections – Service Area 1 Serv Reference Project Length Pct. in Total Project Area CIP No.Roadway From To Status (mi)Serv. Area Cost5280 1/X 1-A FM 1385 US 380 Gee Rd New 0.94 50%$610 ,620 1/X 1-B FM 1385 Gee Rd Parvin Rd New 1.39 50%$988 ,548 1 1-Ca Gee Rd US 380 Fish Trap Rd Recoup 0.76 100%$2,280,000 1 1-Cb Gee Rd US 380 Fish Trap Rd New 0.76 100%$3,912,240 1 1-Cc Gee Rd Fish Trap Rd FM 1385 New 0.73 100%$2,317,000 1 1-Cd Gee Rd Fish Trap Rd FM 1385 New 0.73 100%$4,171,560 1 1-Da Teel Pkwy US 380 Fish Trap Rd Recoup 0.73 100%$1,318,000 1 1-Db Teel Pkwy US 380 Fish Trap Rd New 0.73 100%$3,564,840 1/X 1-Ea Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl Recoup 0.75 50%$1,300,000 1/X 1-Eb Teel Pkwy Fish Trap Rd 2680' S of Prosper Trl New 0.75 50%$2,499,720 1/X 1-Ec Teel Pkwy 2680' S of Prosper Trl 1705' S of Prosper Trl New 0.18 50%$663 ,780 1 1-F Teel Pkwy 1705' S of Prosper Trl Prosper Trl New 0.32 100%$2,305,320 1 1-G Teel Pkwy Prosper Trl Parvin Rd New 0.54 100%$4,533,360 1 1-Ha Legacy Dr US 380 Prairie Dr Recoup 0.39 100%$969 ,000 1 1-Hb Legacy Dr US 380 Prairie Dr New 0.39 100%$2,021,880 1 1-Hc Legacy Dr Prairie Dr Fish Trap Rd New 0.60 100%$4,971,240 1 1-I Legacy Dr Fish Trap Rd Ex. Parvin Rd New 1.68 100%$11,918,280 1/X 1-J Legacy Dr Ex. Parvin Rd Frontier Pkwy New 0.46 50%$1,650,960 1 1-K DNT E Collector US 380 1320' S of Fish Trap Rd New 0.77 100%$2,842,080 1 1-L DNT E Collector 1320' S of Fish Trap Rd Fish Trap Rd New 0.25 100%$882 ,840 1 1-Ma Cook Ln Fish Trap Rd 1320' S of Prosper Trl New 0.75 100%$1,550,000 1 1-Mb DNT E Collector Prosper Trl Frontier Pkwy New 1.00 100%$3,708,240 1/X 1-N Parvin Rd FM 1385 3680' E of Teel Pkwy New 2.44 50%$4,417,890 1/X 1-O Frontier Pkwy/FM 1461 Legacy Dr DNT New 1.08 50%$2,011,680 1/X 1-P Frontier Pkwy/FM 1461 DNT BNSF RR New 1.09 50%$1,833,000 1 1-Q Prosper Trl Teel Pkwy 3660' E of Teel Pkwy New 0.69 100%$3,703,560 1 1-R E-W Collector DNT DNT E Collector New 0.48 100%$800 ,000 1/X 1-S Prosper Trl 2110' W of Legacy Dr 1600' W of Legacy Dr New 0.10 50%$281 ,640 1 1-T Prosper Trl 1600' W of Legacy Dr DNT New 1.39 100%$7,897,800 1 1-U Prosper Trl DNT BNSF RR Recoup 0.84 100%$1,148,752 1 1-Va Fish Trap Rd Gee Rd Teel Pkwy New 1.22 100%$5,004,240 1 1-Vb Fish Trap Rd Gee Rd Teel Pkwy Recoup 1.22 100%$2,866,000 1/X 1-W Fish Trap Rd Teel Pkwy 2530' E of Teel Pkwy New 0.48 50%$849 ,490 1 1-Xa Fish Trap Rd 2530' E of Teel Pkwy DNT New 1.99 100%$11,578,200 1 1-Xb First St DNT BNSF RR New 0.65 100%$5,235,840 1 1-Ya Prairie Dr Teel Pkwy Winding Oak New 0.84 100%$5,044,680 1 1-Yb Prairie Dr Winding Oak Legacy Dr Recoup 0.26 100%$646 ,000 1 1-Yc Prairie Dr Winding Oak Legacy Dr New 0.26 100%$879 ,570 1 1-Yd Prairie Dr Legacy Dr Fish Trap Rd New 1.61 100%$9,603,360 1 1-Z Shawnee Trl Fish Trap Rd Parvin Rd New 2.05 100%$12,642,000 1 1-AA Lovers Ln US 380 BNSF RR New 1.84 100%$11,013,780 1 1-BB DNT Frontage Rd US 380 Frontier Pkwy New 3.00 100%$9,550,000 1 I-1 Signal Installation DNT Frontier Pkwy New 0.00 100%$175 ,000 1 I-2 Signal Installation DNT Prosper Trl New 0.00 100%$175 ,000 1 I-3 Signal Installation DNT First St New 0.00 100%$175 ,000 Sub-total SA 1 39.13 $158,511,990 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-17 Table 4-7 10-Year Capital Improvement Plan for Roadway Impact Fees with Conceptual Level Cost Opinions – Service Area 2 Serv Reference Project Length Pct. in Total Project Area CIP No.Roadway From To Status (mi)Serv. Area Cost5280 2 2-A Preston Rd US 380 Frontier Pkwy Recoup 3.25 100%$2,500,000 2 2-B Coit Rd US 380 First St New 1.01 100%$2,557,200 2 2-C Coit Rd First St Frontier Pkwy New 2.01 100%$14,249,760 2 2-D Coit Rd US 380 First St Recoup 1.01 100%$1,284,885 2 2-E Hays Rd First St Preston Rd New 0.88 100%$400 ,000 2/X 2-F Custer Rd US 380 First St New 1.24 50%$918 ,852 2/X 2-G Custer Rd First St Prosper Trl New 0.76 50%$575 ,856 2/X 2-H Custer Rd Prosper Trl 2605' N of Prosper Trl New 0.49 50%$351 ,672 2/X 2-I Frontier Pkwy/FM 1461 BNSF RR Preston Rd New 0.93 50%$3,650,000 2/X 2-J Frontier Pkwy/FM 1461 Preston Rd Coit Rd New 0.98 50%$696 ,096 2/X 2-K Frontier Pkwy/FM 1461 Coit Rd 1405' W of Custer Rd New 1.99 50%$1,487,184 2 2-L Prosper Trl BNSF RR Preston Rd Recoup 1.11 100%$1,348,535 2 2-M Prosper Trl Preston Rd Coit Rd New 1.02 100%$5,345,000 2 2-N Prosper Trl Coit Rd 3995' W of Custer Rd New 1.26 100%$7,094,460 2/X 2-Oa Prosper Trl 3995' W of Custer Rd 3085' W of Custer Rd New 0.17 50%$465 ,900 2 2-Ob Prosper Trl 3085' W of Custer Rd 2645' W of Custer Rd New 0.08 100%$458 ,760 2/X 2-P Prosper Trl 2645' W of Custer Rd 1915' W of Custer Rd New 0.14 50%$371 ,700 2 2-Q Prosper Trl 1915' W of Custer Rd Custer Rd New 0.36 100%$1,949,940 2 2-R First St BNSF RR N Coleman St New 0.37 100%$2,118,488 2 2-S First St N Coleman St Craig St New 0.46 100%$2,549,960 2 2-T First St Craig St Coit Rd Recoup 0.16 100%$2,589,861 2 2-U First St Coit Rd Custer Rd New 2.05 100%$11,321,640 2 2-V Lovers Ln BNSF RR Preston Rd New 0.84 100%$5,034,420 2 2-W Lovers Ln Preston Rd US 380 New 0.64 100%$3,418,500 2 2-Xa Richland Blvd Preston Rd 700' W of La Cima New 0.74 100%$4,412,880 2 2-Xb Richland Blvd 700' W of La Cima 450' E of La Cima New 0.22 100%$1,070,400 2 2-Xc Richland Blvd 450' E of La Cima Prosper Commons New 0.56 100%$3,378,480 2 2-Ya Coleman St Preston Rd First St New 0.78 100%$4,526,640 2 2-Yb Coleman St First St Reynolds Middle School New 0.66 100%$2,452,560 2 2-Z Coleman St Reynolds Middle School Prosper Trl New 0.36 100%$1,911,960 2 2-AAa Coleman St Prosper Trl Talon Recoup 0.46 100%$2,597,529 2 2-AAb Coleman St Prosper Trl Talon New 0.46 100%$1,558,110 2 2-BBa Coleman St Talon Victory Ln Recoup 0.64 100%$500 ,000 2 2-BBb Coleman St Talon Victory Ln New 0.64 100%$2,183,040 2 2-CCa Coleman St Victory Ln Preston Rd Recoup 0.50 100%$311 ,830 2 2-CCb Coleman St Victory Ln Preston Rd New 0.50 100%$1,723,080 2 2-DD Victory Ln Coleman St Frontier Pkwy New 0.36 100%$2,137,560 2 2-EE McKinley St First St Coleman St New 0.61 100%$4,016,440 2 2-FF Craig Rd Preston Rd Broadway St New 0.42 100%$2,235,840 2 2-GGa Broadway St McKinley St Coleman St New 0.22 100%$1,147,200 2 2-GGb Broadway St Coleman St Preston Rd New 0.70 100%$3,144,840 2 I-4 Signal Installation Coit Rd Richland Blvd New 0.00 100%$175 ,000 2 I-5 Signal Installation Coit Rd Prosper Trl New 0.00 100%$175 ,000 2 I-6 Signal Installation Coit Rd First St New 0.00 100%$175 ,000 2/X I-7 Signal Installation Victory Ln Frontier Pkwy New 0.00 50%$87,500 Sub-total SA 2 32.04 $112,659,558 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-18 4.3.5 Service Unit Calculation The basic service unit for the computation of Prosper’s roadway impact fees is the vehicle-mile of travel during the afternoon peak-hour. To determine the cost per service unit, it is necessary to project the growth in vehicle-miles of travel for the service area for the ten-year study period. The growth in vehicle-miles from 2016 to 2026 is based upon projected changes in residential and non-residential growth for the period. In order to determine this growth, baseline estimates of population, basic square feet, service square feet, and retail square feet for 2016 were made along with projections for each of these demographic statistics through 2026. The Land Use Assumptions (see Section 4.2.1) details the growth estimates used for the impact fee determination. The residential and non-residential statistics in the Land Use Assumptions provide the “independent variables” that are used to calculate the existing (2016) and projected (2026) transportation service units used to establish the roadway impact fee maximum rates within each service area. The roadway demand service units (vehicle-miles) for each service area are the sum of the vehicle-miles “generated” by each category of land use in the service area. For the purpose of impact fees, all developed and developable land is categorized as either residential or non-residential. For residential land uses, the existing and projected population is converted to dwelling units. The number of dwelling units in each service area is multiplied by a service unit equivalence (SUE) to compute the vehicle-miles of travel that occur during the afternoon peak hour. This factor computes the average amount of demand caused by the residential land uses in the service area. The service unit equivalence is discussed in more detail below. For non-residential land uses, the process is similar. The Land Use Assumptions provide the existing and projected amount of building square footages for three (3) categories of non-residential land uses – basic, service, and retail. These categories correspond to an aggregation of other specific land use categories based on the North American Industrial Classification System (NAICS). Building square footage is the most common independent variable for the estimation of non- residential trips in the Institute of Transportation Engineers’ (ITE), Trip Generation Manual, 9th Edition. This independent variable is more appropriate than the number of employees because Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-19 building square footage is tied more closely to trip generation and is known at the time of application for any development or development modification that would require the assessment of an impact fee. The existing and projected land use assumptions for the dwelling units and the square footage of basic, service, and retail land uses provided the basis for the projected increase in vehicle-miles of travel. As noted earlier, a service unit equivalency is applied to these values and then summed to calculate the total peak-hour vehicle-miles of demand for each service area. The service unit equivalencies are aggregate rates derived from two sources – the ITE, Trip Generation Manual, 9th Edition, and the regional Origin-Destination Travel Survey performed by NCTCOG and the National Household Travel Survey (NHTS). The ITE, Trip Generation Manual, 9th Edition, provides the number of trips that are produced or attracted to the land use for each dwelling unit, square foot of building, or other corresponding unit. For the retail category of land uses, the rate is adjusted to account for the fact that a percentage of retail trips are made by people who would otherwise be traveling past that particular establishment anyway, such as a trip between work and home. These trips are called pass-by trips, and since the travel demand is accounted for in the land use calculations relative to the primary trip, it is necessary to discount the retail rate to avoid double counting trips. The next component of the service unit equivalency accounts for the length of each trip. The average trip length for each category is based on the region-wide travel characteristics survey conducted by the NCTCOG and the NHTS. The computation of the service unit equivalency can be expressed as the product of the trip generation rate of the development, reduced for pass-by trips, and the average trip length, with a maximum length of 6 miles per service area limitations. For example, a development generating 100 vehicle trips in the PM peak hour with an average trip length of two miles would generate: 100 vehicle-trips x 2 miles/trip = 200 vehicle-miles For land uses which are characterized by longer average trip lengths (primarily residential uses), the maximum trip length has been limited to six (6) miles based on the maximum trip length within each service area per Chapter 395 of the Texas Local Government Code. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-20 The adjustment made to the average trip length statistic in the computation of the maximum trip length is the origin-destination reduction. This adjustment is made because the roadway impact fee is charged to both the origin and destination generated trips. For example, the impact fee methodology will account for a trips to and from home to work within Prosper for both residential and non-residential land uses. To avoid counting these trips as both residential and non-residential trips, a 50% origin-destination reduction factor is applied. Therefore, only half of the full trip length is assessed to each land use. Table 4-8 shows the derivation of the Service Unit Equivalency for the residential land uses and the three (3) non-residential land use categories. The values utilized for all variables shown in the service unit equivalency equation are also shown in the table. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-21 Table 4-8 Service Unit Equivalency Calculations Variable Residential Basic Service Retail Trip Rate 1.00 0.97 1.49 2.45 Pass-by Rate 0% 0% 0% 34% Full Trip Length 17.21 10.02 10.92 6.43 Average Trip Length* 6.00 5.01 5.46 3.22 SUE 6.00 4.86 8.14 7.87 * Average Trip Length is one half of full trip length. Residential trip lengths were capped at 6.00 miles due to the maximum size of service areas. The application of the demographic projections and the service unit equivalencies are presented in the 10-Year Growth Projections in Table 4-9. This table shows the total vehicle miles by service area for the years 2016 and 2026. These estimates and projections lead to the Vehicle Miles of Travel for both 2016 and 2026. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-22 Table 4-9 10 Year Growth Projections Ye a r 2 0 1 6 Ba s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l T o t a l 1 8 1 9 4, 9 1 4 2 1 3 1 , 3 0 7 4 4 7 1, 0 3 5 1 0 , 6 3 9 3 , 5 1 8 1 5 , 1 9 2 2 0 , 1 0 6 2 4 , 8 4 4 29 , 0 6 4 0 1 , 9 0 0 5 3 3 0 1 5 , 4 6 6 4 , 1 9 5 1 9 , 6 6 1 4 8 , 7 2 5 To t a l 5 , 6 6 3 33 , 9 7 8 2 1 3 3 , 2 0 7 9 8 0 1, 0 3 5 2 6 , 1 0 5 7 , 7 1 3 3 4 , 8 5 3 6 8 , 8 3 1 Ye a r 2 0 2 6 Ba s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l B a s i c S e r v i c e R e t a i l T o t a l 1 5 , 6 1 4 33 , 6 8 4 5 1 3 2 , 0 4 0 2 , 2 3 0 2, 4 9 3 1 6 , 6 0 6 1 7 , 5 5 0 3 6 , 6 4 9 7 0 , 3 3 3 2 7 , 4 1 7 44 , 5 0 2 0 3 , 5 1 7 3 , 3 3 0 0 2 8 , 6 2 8 2 6 , 2 0 7 5 4 , 8 3 5 9 9 , 3 3 7 To t a l 1 3 , 0 3 1 78 , 1 8 6 5 1 3 5 , 5 5 7 5 , 5 6 0 2, 4 9 3 4 5 , 2 3 4 4 3 , 7 5 7 9 1 , 4 8 4 1 6 9 , 6 7 0 Ve h i c l e - M i l e s o f I n c r e a s e ( 2 0 1 6 - 2 0 2 6 ) 1 5 0 , 2 2 7 2 5 0 , 6 1 3 To t a l 1 0 0 , 8 4 0 6. 0 0 4. 8 6 8 . 1 4 7 . 8 7 Se r v i c e Ar e a Ve h i c l e - Mi l e s Se r v i c e Ar e a Re s i d e n t i a l V e h i c l e - M i l e s No n - R e s i d e n t i a l V e h i c l e - M i l e s Total Vehicle-Miles Dw e l l i n g Un i t s SU E Ve h i c l e - Mi l e s Sq u a r e F e e t SU E Ve h i c l e - M i l e s Total Vehicle-Miles Sq u a r e F e e t SU E Ve h i c l e - M i l e s 6. 0 0 4. 8 6 8 . 1 4 7 . 8 7 Re s i d e n t i a l V e h i c l e - M i l e s Dw e l l i n g Un i t s SU E Ve h i c l e - Mi l e s Se r v i c e Ar e a No n - R e s i d e n t i a l V e h i c l e - M i l e s Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-23 4.4 Impact Fee Calculation 4.4.1 Maximum Assessable Roadway Impact Fee Per Service Unit This section presents the maximum assessable roadway impact fee rate calculated for each service area. The maximum assessable roadway impact fee is the sum of the eligible Impact Fee CIP costs for the service area divided by the growth in travel attributable to new development projected to occur within the 10-year period. A majority of the components of this calculation have been described and presented in previous sections of this report. The purpose of this section is to document the computation for each service area and to demonstrate that the guidelines provided by Chapter 395 of the Texas Local Government Code have been addressed. Table 4-10 illustrates the computation of the maximum assessable impact fee computed for each service area. Each row in the table is numbered to simplify the explanation of the calculation. Line Title Description 1 Total Vehicle-Miles of Capacity Added by the CIP The total number of vehicle-miles added to the service area based on the capacity, length, and number of lanes in each project. (from Appendix G – CIP Service Units of Supply) Each project identified in the Roadway Impact Fee CIP will add a certain amount of capacity to the Town’s roadway network based on its length and classification. This line displays the total amount added within the service area. 2 Total Vehicle-Miles of Existing Demand A measure of the amount of traffic currently using the roadway facilities upon which capacity is being added. (from Appendix G – CIP Service Units of Supply) A number of facilities identified in the Roadway Impact Fee CIP have traffic currently utilizing a portion of their existing capacity. This line displays the total amount of capacity along these facilities currently being used by existing traffic. 3 Total Vehicle-Miles of Existing Deficiencies Number of vehicle-miles of travel that are not accommodated by the existing roadway system. (from Appendix H – Existing Roadway Facilities Inventory) In order to ensure that existing deficiencies on the Town’s roadway network are not recoverable through impact fees, this line is based on the entire roadway network within the service area. Any roadway within the service area that is deficient – even those not identified on the Roadway Impact Fee CIP – will have these additional trips removed from the calculation. 4 Net Amount of Vehicle- Miles of Capacity Added A measurement of the amount of vehicle-miles added by the CIP that will not be utilized by existing demand. (Line 1 – Line 2 – Line 3) Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-24 5 Total Cost of the CIP within the Service Area The total cost of the projects within the service area (from Table 4- 6/Table 4-7 - 10-Year Roadway Capital Improvements Plan with Conceptual Level Cost Projections) This line simply identifies the total cost of all of the projects identified in the service area. 6 Cost of Net Capacity Supplied The total CIP cost (Line 5) prorated by the ratio of Net Capacity Added (Line 4) to Total Capacity Added (Line 1). [(Line 4 / Line 1) * (Line 5)] Using the ratio of vehicle-miles added by the Roadway Impact Fee CIP available to serve future growth to the total vehicle-miles added, the total cost of the Impact Fee CIP is reduced to the amount available for future growth (i.e., excluding existing usage and deficiencies). 7 Cost to Meet Existing Needs and Usage The difference between the Total Cost of the CIP (Line 5) and the Cost of the Net Capacity supplied (Line 6). (Line 5 – Line 6) This line is provided for information purposes only – it is to present the portion of the total cost of the Roadway Impact Fee CIP that is required to meet existing demand. 8 Total Vehicle-Miles of New Demand over Ten Years Based upon the growth projection provided in the Land Use Assumptions (see Section 4.1.1), an estimate of the number of new vehicle-miles within the service area over the next ten years. (from Table 4-9) This line presents the amount of growth (in vehicle-miles) projected to occur within each service area over the next ten years. 9 Percent of Capacity Added Attributable to New Growth The result of dividing Total Vehicle-Miles of New Demand (Line 8) by the Net Amount of Capacity Added (Line 4), limited to 100% (Line 10). This calculation is required by Chapter 395 to ensure capacity added is attributable to new growth. 10 Chapter 395 Check In order to ensure that the vehicle-miles added by the Roadway Impact Fee CIP do not exceed the amount needed to accommodate growth beyond the ten-year window, a comparison of the two values is performed. If the amount of vehicle-miles added by the Roadway Impact Fee CIP exceeds the growth projected to occur in the next ten years, the Roadway Impact Fee CIP cost is reduced accordingly. 11 Cost of Capacity Added Attributable to New Growth The result of multiplying the Cost of Net Capacity Added (Line 6) by the Percent of Capacity Added Attributable to New Growth, limited to 100% (Line 10). The value of the total Roadway Impact Fee CIP project costs (excluding financial costs) that may be recovered through impact fees. This line is determined considering the limitations to impact fees required by the Texas legislature. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-25 4.4.2 Plan For Awarding the Roadway Impact Fee Credit Chapter 395 of the Texas Local Government Code requires the Capital Improvements Plan for Roadway Impact Fees to contain specific enumeration of a plan for awarding the impact fee credit. Section 395.014 of the Code states: “(7) A plan for awarding: (A) a credit for the portion of ad valorem tax and utility service revenues generated by new service units during the program period that is used for the payment of improvements, including the payment of debt, that are included in the capital improvements plan; or (B) In the alternative, a credit equal to 50 percent of the total projected cost of implementing the capital improvements plan…” The following table summarizes the portions of Table 4-10 that utilize this credit calculation, based on awarding a 50 percent credit. Line Title Description 12 Financing Costs Using 4.0% Interest Rate for Bond Debt Service. 13 Existing Impact Fee Fund Balance Existing Roadway Impact Fees in fund balance as of 2016 14 Cost of the CIP and Fianncing Attributable to New Growth The sum of the Cost of Capacity Added Attributable to New Growth, Financing Costs, and Interest Earnings. (Line 11 + Line 12 – Line 13) 15 Pre-Credit Maximum Fee Per Service Unit Found by dividing the Cost of the CIP Attributable to New Growth (Line 14) by the Total Vehicle-Miles of New Demand Over Ten Years (Line 8). (Line 14 / Line 8) 16 Credit A credit equal to 50% of the total projected cost, as per section 395.014 of the Texas Local Government Code. 17 Recoverable Cost of CIP The difference between the Cost of the CIP and Financing Attributable to New Growth (Line 14) and the Credit for Ad Valorem Taxes (Line 16). (Line 14 - Line 16) 18 Maximum Assessable Fee Per Service Unit Found by dividing the Recoverable Cost of the CIP and Financing (Line 17) by the Total Vehicle-Miles of New Demand Over Ten Years (Line 8). (Line 17 / Line 8) Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-26 Table 4-10 Maximum Assessable Roadway Impact Fee Service Area LINE TITLE 1 (W. of RR) 2 (E. of RR) 1 TOTAL VEH-MI OF CAPACITY ADDED BY THE CIP (FROM CIP SERVICE UNITS OF SUPPLY, APPENDIX G) 82,498 76,258 2 TOTAL VEH-MI OF EXISTING DEMAND (FROM CIP SERVICE UNITS OF SUPPLY, APPENDIX G) 3,782 18,060 3 TOTAL VEH-MI OF EXISTING DEFICIENCIES (FROM EXISTING ROADWAY FACILITIES INVENTORY, APPENDIX H) 3,527 0 4 NET AMOUNT OF VEH-MI OF CAPACITY ADDED (LINE 1- LINE 2 - LINE 3) 75,188 58,198 5 TOTAL COST OF THE CIP WITHIN SERVICE AREA (FROM Table 4-6/Table 4-7) $158,511,990 $112,659,558 6 COST OF NET CAPACITY SUPPLIED (LINE 4 / LINE 1)*(LINE 5) $144,466,550 $85,979,179 7 COST TO MEET EXISTING NEEDS AND USAGE (LINE 5 - LINE 6) $14,045,440 $26,680,379 8 TOTAL VEH-MI OF NEW DEMAND OVER TEN YEARS (FROM Table 4-9 AND Land Use Assumptions) 50,227 50,613 9 PERCENT OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH (LINE 8 / LINE 4) 66.8% 87.0% 10 IF LINE 8 > LINE 4, REDUCE LINE 9 TO 100%, OTHERWISE NO CHANGE 66.8% 87.0% 11 COST OF CAPACITY ADDED ATTRIBUTABLE TO GROWTH (LINE 6 * LINE 10) $96,505,861 $74,772,644 12 FINANCING COSTS $30,253,316 $22,086,856 13 EXISTING IMPACT FEE FUND BALANCE $0 $0 14 COST OF CIP AND FINANCING ATTRIBUTABLE TO GROWTH (LINE 11 + LINE 12 – LINE 13) $126,759,177 $96,859,500 15 PRE-CREDIT MAX FEE PER SERVICE UNIT ($ PER VEH-MI) (LINE 14 / LINE 8) $2,522 $1,912 16 CREDIT (50% OF LINE 14) $63,379,589 $48,429,750 17 RECOVERABLE COST OF CIP AND FINANCING (LINE 14 – LINE 16) $63,379,589 $48,429,750 18 MAX ASSESSABLE FEE PER SERVICE UNIT ($ PER VEH-MI) (LINE 17 / LINE 8) $1,261 $956 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-27 4.4.3 Service Unit Demand Per Unit of Development The roadway impact fee is determined by multiplying the impact fee rate by the number of service units projected for the proposed development. For this purpose, the Town utilizes the Land Use/Vehicle-Mile Equivalency Table (LUVMET), presented in Table 4-11. This table lists the predominant land uses that may occur within the Town of Prosper. For each land use, the development unit that defines the development’s magnitude with respect to transportation demand is shown. Although every possible use cannot be anticipated, the majority of uses are found in this table. If the exact use is not listed, one similar in trip-making characteristics can serve as a reasonable proxy. The individual land uses are grouped into categories, such as residential, office, commercial, industrial, and institutional. The trip rates presented for each land use is a fundamental component of the LUVMET. The trip rate is the average number of trips generated during the afternoon peak hour by each land use per development unit. The next column, if applicable to the land use, presents the number of trips to and from certain land uses reduced by pass-by trips, as previously discussed. The source of the trip generation and pass-by statistics is the ITE Trip Generation Manual, 9th Edition, the latest edition for trip generation data. This manual utilizes trip generation studies for a variety of land uses throughout the United States, and is the standard used by traffic engineers and transportation planners for traffic impact analysis, site design, and transportation planning. To convert vehicle trips to vehicle-miles, it is necessary to multiply trips by trip length. The adjusted trip length values are based on the Regional Origin-Destination Travel Survey performed by the NCTCOG and the NHTS. The other adjustment to trip length is the 50% origin-destination reduction to avoid double counting of trips. At this stage, another important aspect of the state law is applied – the limit on transportation service unit demand. If the adjusted trip length is above the maximum trip length allowed within the service area, the maximum trip length used for calculation is reduced to the corresponding value. This reduction, as discussed previously, limits the maximum trip length to the approximate size of the service areas. The remaining column in the LUVMET shows the vehicle-miles per development unit. This number is the product of the trip rate and the maximum trip length. This number, previously referred to as the Service Unit Equivalence, is used in the impact fee estimate to compute the number of Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-28 service units consumed by each land use application. The number of service units is multiplied by the impact fee rate (established by Town ordinance) in order to determine the impact fee for a development. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-29 Table 4-11 Land Use / Vehicle-Mile Equivalency Table (LUVMET) ITE Development Trip Gen Pass By Ave. Trip Rate NCTCOG Adj. Trip Max. Trip Veh-Mi Per Code Unit Rate (PM) Rate w/ Deductions Trip Length (mi) Length (mi) Length (mi) Dev Unit 1 2 3 4 5 6 7 Single-Family Detached Housing 210 Dwelling Unit 1.00 1.00 17.21 8.61 6.00 6.00 Apartment/Multi-family 220 Dwelling Unit 0.62 0.62 17.21 8.61 6.00 3.72 Residential Condominium/Townhome 230 Dwelling Unit 0.52 0.52 17.21 8.61 6.00 3.12 Mobile Home Park/Manufactured Housing 240 Dwelling Unit 0.59 0.59 17.21 8.61 6.00 3.54 Senior Adult Housing-Detached 251 Dwelling Unit 0.27 0.27 17.21 8.61 6.00 1.62 Senior Adult Housing-Attached 252 Dwelling Unit 0.25 0.25 17.21 8.61 6.00 1.50 Assisted Living 254 Beds 0.22 0.22 17.21 8.61 6.00 1.32 Corporate Headquarters Building 714 1000 sq. ft.1.41 1.41 10.92 5.46 5.46 7.70 General Office Building 710 1000 sq. ft.1.49 1.49 10.92 5.46 5.46 8.14 Medical-Dental Office Building 720 1000 sq. ft.3.46 3.46 10.92 5.46 5.46 18.89 Single Tenant Office Building 715 1000 sq. ft.1.74 1.74 10.92 5.46 5.46 9.50 Office Park 750 1000 sq. ft.1.48 1.48 10.92 5.46 5.46 8.08 Automobile Care Center 942 1000 sq. ft.3.11 40%1.87 6.43 3.22 3.22 6.00 Automobile Parts Sales 843 1000 sq. ft.5.98 43%3.41 6.43 3.22 3.22 10.96 Gasoline/Service Station 944 Vehicle Fueling Position 13.87 42%8.04 1.20 0.60 0.60 4.83 Gasoline/Service Station w/ Conv Market 945 Vehicle Fueling Position 13.51 56%5.94 1.20 0.60 0.60 3.57 Gasoline/Service Station w/ Conv Market and Car Wash946 Vehicle Fueling Position 13.86 56%6.10 1.20 0.60 0.60 3.66 New/Used Automobile Sales 841 1000 sq. ft.2.62 20%2.10 6.43 3.22 3.22 6.74 Quick Lubrication Vehicle Stop 941 Servicing Position 5.19 40%3.11 6.43 3.22 3.22 10.01 Self-Service Car Wash 947 Stall 5.54 40%3.32 1.20 0.60 0.60 1.99 Automated Car Wash 948 1000 sq. ft.14.12 40%8.47 1.20 0.60 0.60 5.08 Tire Store 848 1000 sq. ft.4.15 28%2.99 6.43 3.22 3.22 9.61 Fast Food Restaurant w/ Drive-Thru 934 1000 sq. ft.32.65 50% 16.33 4.79 2.40 2.40 39.10 Fast Food Restaurant w/o Drive-Thru 933 1000 sq. ft.26.15 50% 13.08 4.79 2.40 2.40 31.31 Non-Fast Food Restaurant 931/932 1000 sq. ft.8.67 44%4.86 4.79 2.40 2.40 11.63 Coffee/Donut Shop w/ Drive-Thru 937 1000 sq. ft.42.80 70% 12.84 4.79 2.40 2.40 30.75 Free-Standing Discount Store 815 1000 sq. ft.4.98 30%3.49 6.43 3.22 3.22 11.21 Nursery (Garden Center)817 1000 sq. ft.6.94 30%4.86 6.43 3.22 3.22 15.62 Home Improvement Superstore 862 1000 sq. ft.2.33 48%1.21 6.43 3.22 3.22 3.90 Pharmacy/Drugstore w/o Drive-Thru 880 1000 sq. ft.8.40 53%3.95 6.43 3.22 3.22 12.69 Pharmacy/Drugstore w/ Drive-Thru 881 1000 sq. ft.9.91 49%5.05 6.43 3.22 3.22 16.25 Shopping Center 820 1000 sq. ft.3.71 34%2.45 6.43 3.22 3.22 7.87 Specialty Retail 826 1000 sq. ft.2.71 34%1.79 6.43 3.22 3.22 5.75 Supermarket 850 1000 sq. ft.9.48 36%6.07 6.43 3.22 3.22 19.51 Toy/Children's Superstore 864 1000 sq. ft.4.99 30%3.49 6.43 3.22 3.22 11.23 Department Store 875 1000 sq. ft.1.87 30%1.31 6.43 3.22 3.22 4.21 Bank w/o Drive-Thru 911 1000 sq. ft.12.13 40%7.28 3.39 1.70 1.70 12.34 Bank w/ Drive-Thru 912 Drive-In Lanes 24.30 47% 12.88 3.39 1.70 1.70 21.83 Hair/Nail/Beauty Salon 918 1000 sq. ft.1.45 30%1.02 3.39 1.70 1.70 1.72 Hotel 310 Room 0.60 0.60 6.43 3.22 3.22 1.93 All Suites Hotel 311 Room 0.55 0.55 6.43 3.22 3.22 1.77 Business Hotel 312 Room 0.62 0.62 6.43 3.22 3.22 1.99 Motel/Other Lodging Facilities 320 Room 0.47 0.47 6.43 3.22 3.22 1.51 Clinic 630 1000 sq. ft.5.18 5.18 7.55 3.78 3.78 19.55 Hospital 610 Beds 1.42 1.42 7.55 3.78 3.78 5.36 Nursing Home 620 Beds 0.22 0.22 7.55 3.78 3.78 0.83 Animal Hospital/Veterinary Clinic 640 1000 sq. ft.4.72 30%3.30 7.55 3.78 3.78 12.47 Golf Driving Range 432 Tee 1.25 1.25 6.43 3.22 3.22 4.02 Golf Course 430 Acre 0.30 0.30 6.43 3.22 3.22 0.96 Recreational Community Center 495 1000 sq. ft.2.74 2.74 6.43 3.22 3.22 8.81 Ice Skating Rink 465 1000 sq. ft.2.36 2.36 6.43 3.22 3.22 7.59 Miniature Golf Course 431 Hole 0.33 0.33 6.43 3.22 3.22 1.06 Multiplex Movie Theater 445 Screens 13.64 13.64 6.43 3.22 3.22 43.85 Racquet/Tennis Club 491 Court 3.35 3.35 6.43 3.22 3.22 10.77 Health/Fitness Club 492 1000 sq. ft.3.53 3.53 6.43 3.22 3.22 11.35 General Light Industrial 110 1000 sq. ft.0.97 0.97 10.02 5.01 5.01 4.86 General Heavy Industrial 120 1000 sq. ft.0.68 0.68 10.02 5.01 5.01 3.41 Industrial Park 130 1000 sq. ft.0.85 0.85 10.02 5.01 5.01 4.26 Warehousing 150 1000 sq. ft.0.32 0.32 10.83 5.42 5.42 1.73 Mini Warehouse (Self Storage)151 1000 sq. ft.0.26 0.26 10.83 5.42 5.42 1.41 Church 560 1000 sq. ft.0.55 0.55 4.20 2.10 2.10 1.16 Day Care Center 565 1000 sq. ft.12.34 44%6.91 4.20 2.10 2.10 14.51 Primary/Middle School (1-8)522 Students 0.16 0.16 4.20 2.10 2.10 0.34 High School 530 Students 0.13 0.13 4.20 2.10 2.10 0.27 Junior/Community College 540 Students 0.12 0.12 4.20 2.10 2.10 0.25 University/College 550 Students 0.17 0.17 4.20 2.10 2.10 0.36 COMMERCIAL Automobile Related Dining Other Retail SERVICES RESIDENTIAL LODGING RECREATIONAL MEDICAL INSTITUTIONAL OFFICE ITE Land Use INDUSTRIAL Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-30 4.5 Sample Calculations The following section details two (2) examples of maximum assessable roadway impact fee calculations. Example 1: • Development Type - One (1) Unit of Single-Family Housing in Service Area 1 Roadway Impact Fee Calculation Steps – Example 1 Step 1 Determine Development Unit and Vehicle-Miles Per Development Unit From Table 4.11 [Land Use – Vehicle Mile Equivalency Table] Development Type: 1 Dwelling Unit of Single-Family Detached Housing Number of Development Units: 1 Dwelling Unit Veh-Mi Per Development Unit: 6.00 Step 2 Determine Maximum Assessable Impact Fee Per Service Unit From Table 4.10, Line 18 [Maximum Assessable Fee Per Service Unit] Service Area 1: $1,261 Step 3 Determine Maximum Assessable Impact Fee Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit Impact Fee = 1 * 6.00 * $1,261 Maximum Assessable Impact Fee = $7,566.00 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-31 Example 2: • Development Type – 125,000 square foot Home Improvement Superstore in Service Area 2 Roadway Impact Fee Calculation Steps – Example 2 Step 1 Determine Development Unit and Vehicle-Miles Per Development Unit From Table 4.11 [Land Use – Vehicle Mile Equivalency Table] Development Type: 125,000 square feet of Home Improvement Superstore Development Unit: 1,000 square feet of Gross Floor Area Veh-Mi Per Development Unit: 3.90 Step 2 Determine Maximum Assessable Impact Fee Per Service Unit From Table 4.10, Line 18 [Maximum Assessable Fee Per Service Unit] Service Area 2: $956 Step 3 Determine Maximum Assessable Impact Fee Impact Fee = # of Development Units * Veh-Mi Per Dev Unit * Max. Fee Per Service Unit Impact Fee = 125 * 3.90 * $956 Maximum Assessable Impact Fee = $466,050.00 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper 4-32 4.6 Conclusion The Town of Prosper has established a process to implement the assessment and collection of roadway impact fees through the adoption of an impact fee ordinance that is consistent with Chapter 395 of the Texas Local Government Code. This report establishes the maximum allowable roadway impact fee that could be assessed by the Town of Prosper within each Service Area. The maximum assessable calculated in this report are as follows (from Table 4-10): Service Area LINE TITLE 1 (W. of RR) 2 (E. of RR) 15 MAX ASSESSABLE FEE PER SERVICE UNIT ($ PER VEH- MI) (LINE 14 / LINE 8) $1,261 $956 This document serves as a guide to the assessment of roadway impact fees pertaining to future development and the Town’s need for roadway improvements to accommodate that growth. Following the public hearing process, the Town Council may establish an amount to be assessed (if any) up to the maximum established within this report and update the Roadway Impact Fee Ordinance accordingly. In conclusion, it is our opinion that the data and methodology used in this update are appropriate and consistent with Chapter 395 of the Texas Local Government Code. Furthermore, the Land Use Assumptions and the proposed Capital Improvements Plan are appropriately incorporated into the process. Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix A Water System Model Calibration Data Item 9 (#UT(#UT(#UT [Ú UT !A UT (#UT !A !( !( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !(!( !(!(!(!(!( !( !( !(!( !( !( !(!( !( !(!( !(!( !( !( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !( !(!( !(!( !(!( !( !( !(!(!( !(!( !(!( !( !( !(!( !( !( !(!( !( !(!(!(!(!(!(!( !(!( !(!( !(!(!( !(!( !( !(!( !( !( !(!(!(!(!( !(!( !( !( !( !(!( !(!( !( !(!( !( !(!( !( !(!(!( !( !(!( !( !(!(!(!(!(!( !( !(!( !(!(!(!(!(!(!(!(!(!(!(!(!( !( !(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!(!( !(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !( !(!(!(!(!(!(!( !( !( !(!(!( !( !(!( !(!( !(!(!( !(!( !( !(!( !(!(!(!( !( !(!(!( !( !(!(!( !( !(!(!(!(!(!( !( !(!( !( !(!(!(!(!( !( !( !(!( !( !(!(!(!(!( !(!(!(!(!(!(!(!(!(!( !( !(!( !(!(!(!( !( !( !(!(!( !( !(!(!(!( !( !( !(!( !(!( !( 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CO L L I N C O . CO L L I N C O . DE N T O N C O . 2.0 MG Preston Rd.Elevated Storage TankOverflow Elev.= 926 ft.Pump StationTotal Pumping Capacity= 20.0 MGD 1- 3.0 MG Ground Storage Tank1- 5.0 MG Ground Storage TankOverflow Elev.= 714 ft. 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 20'' 2 0 ' ' 20'' 30'' 12''20'' 16 ' ' 12 ' ' 12'' 12 ' ' 12 ' ' 12'' 12'' 12 ' ' 20'' 12 ' ' 12'' 12 ' ' 12 ' ' 20 ' ' 12 ' ' 12 ' ' 20'' 12'' 1 2 ' ' 12'' 16 ' ' 12'' 12 ' ' 16'' 12 ' ' 20 ' ' 12'' 12 ' ' 12'' 12'' 1 2 ' ' 20 ' ' 16 ' ' 12' ' 12 ' ' 12'' 12 ' ' 16'' 12'' 12'' 12 ' ' 20'' 12'' 12'' 20 ' ' 12''12'' 12'' 12 ' ' 12'' 12''30'' 12 ' ' 12'' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 30'' 12'' 16'' 20''12'' 12'' 12'' 12 ' ' 12'' 12'' 30'' 20'' 30'' 1 2 ' ' 20'' 16'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12 ' ' 20'' 30''30'' 12'' 12'' 12'' 12'' 12'' 12'' 1 2 ' ' 30'' 12'' 16 ' ' 1 2 ' ' 12'' 30'' 12'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 20'' 12 ' ' 12'' 12 ' ' 12' ' 30'' 12 ' ' 20 ' ' 12'' 16'' 12'' 20'' 12'' 12 ' ' 30''30'' 20'' 12'' 30'' 12'' 12 ' ' 12 ' ' 12 ' ' 12''12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 12'' 12'' 12 ' ' 12'' 12 ' ' 12 ' ' 12 ' ' 12'' 12'' 12'' 12'' 12'' 12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12 ' ' 12'' 12'' 12 ' ' 12 ' ' 12'' 12''12'' 1 2 ' ' 12'' 12'' 12'' 12'' 12 ' ' 12'' 12 ' ' 12 ' ' 1 2 ' ' 1 2 ' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 30 ' ' 30''30'' 30 ' ' 30'' 30''30'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR PARVIN RD FISHTRAP RD E UNIVERSITY DR N C U S T E R R D W FIRST ST CR 6 CR 26 W FRONTIER PKWY FM 4 2 3 SH 2 8 9 PROSPER RD CR 5 1 CR 8 3 CR 8 4 N L E G A C Y D R W PROSPER TRL CO I T R D N P R E S T O N R D SM I L E Y R D N D A L L A S P K W Y CR 933 FM 1461 CR 1 2 4 GO O D H O P E R D GE E R D CR 5 0 FM 2 4 7 8 S P R E S T O N R D S T E E L P K W Y CU S T E R R D CR 123 HA W K I N S L N BRISTOL DR D O E C R E E K R D S C O L E M A N S T CR 970 C R 8 5 7CR 858AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y D A L L A S P K W Y N T E E L P K W Y VIRGINIA PKWY P R 5 1 5 5 GIBBS RD P R E S T O N H I L L S C I R AMISTAD DR FA L C O N R D SIBYL L N P R 7801 BONAR RD A E R O C O U N T R Y R D E BROADWAY ST GENTLEWAY W I N D I N G C R E E K R D BYRAN RD FI E L D S R D TRAILDR CRUTCHFIELD DR TW I N L A K E S D R B L U E F O R ES T D R RE D B U D D R HA R P E R R D EUREKA LN SHASTA DR BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V E R O N A D R V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT E US 380 FAIR OAKS LN E SEVENTH ST R H E A MILLS CIRCROOKEDSTICKDR CHANDLER CIR CAST I N E DR H A R V E S T R I D G E L N OA K B E N D T R L H A W T H O R N D R W H I T E R O C K B L V D W H E A T L A N D R D MONTICELLO DR JULIETTE DR S L E G A C Y D R B R O A D M O O R L N S T O N I N G T O N D R PRESTONVIEW DR CEDAR SPRINGS DR E S S E X D R WARREN DR GRIND S T O N E D R P A C K S A DDLE TRL P R 5 5 6 9 NOLES RD PRESTONCO U N T R Y LN C H ALKHILL W A T C H H I L L L N LA N E S T HID D E N L A K E D R BRADFORD DR P E B B L E C R E E K D R EAGLE LN COL L I N C T CRAFTSBURY LN STILLHOUSE HOLLOW DR E FIFTH ST CRESTW O O D D R B U T C H A R T D R WOODHAVEN DR CORN E T C T E EIGHTH ST COUNTRY VIEW DR N S T O N E BRIDGEDR FO U R S E A S O N S L N NORFOLK LN S M A I N S T P A L E S T I N E D R CREEKWOOD DR LA K E F R O N T R D BEAVER TRL JE S S I C A L N COASTAL DR HAMPSHIRE D R MAGNOLIA BLVD BLOOMDALE DR LEN O X D R B ROA D M E A D O W L NPHANTOMLN H I C K O R Y CREEK DR C REE K V IEW D R WA L N U T G R O V E R D CR 859 G R A N D H A V E N L N ECHO DR CHESAPEAKE LN CREEKWOOD LN COUNTR Y C R E EKLN PALO DURO D R DOVE CREEK C I R P I E R C E L N S REDWOOD CIR POST OAK CT STOCKPORT DR T R ANQUILITY LN N REDWOOD CIR ASCOT PL D Y L A N D R LI V E O A K L N STONYBROOK DR FALCON CT DOOLITTLE DR YORK PL RANAHAN DR MA P L E S H A D E D R S A N D C R E E K D R SO A R I N G S T A R D R EAGLE DR KINNER DR LA C R O S S E L N AL L E N S T CR 5 0 E FIFTH ST W UNIVERSITY DR CR 26 8'' 6'' 8' ' 8'' 8''8'' 8 ' ' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 6 ' ' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 6'' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8''8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8''8'' 8'' 8'' 6 ' ' 8'' 6 ' ' 6' ' 6'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 8' ' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8''8'' 6'' 8 ' ' 8'' 6'' 6'' 8'' 8 ' ' 8' ' 8' ' 8'' 8' ' 6'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8 ' ' 8'' 6 ' ' 8'' 8 ' ' 8'' 8'' 8'' 6 ' ' 6'' 8' ' 8' ' 8' ' 6 ' ' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 6 ' ' 8' ' 8 ' ' 6 ' ' 8'' 6'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 8' ' 6 ' ' 8'' 8'' 8'' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8''8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8 ' ' 6' ' 6'' 6' ' 6' ' 6'' 6'' 8'' 6' ' 6'' 6' ' 8 ' ' 6'' 8' ' 8' ' 6'' 6 ' ' 8' ' 8' ' 6'' 6' ' 8'' 6' ' 6'' 8' ' 6'' 6' ' 24'' 12 ' ' 24 ' ' 24'' 2 4 ' ' D o e B r a n c h Panther Cree k Wils on Creek G e n t l e C r e e k P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream R o w let t C r e e k S t r e a m D o e B ranch Gentle C r e e k P arvin Branch St r e a m S t r e a m St r e a m ParvinBranch Parv i n B r a n c h 6' ' 4' ' 6'' 6'' 6'' 6' ' 6'' 6' ' 6' ' 6' ' 0 1,700 3,400 SCALE IN FEET LEGEND Water Consumption (Thousands ofGallons) !(Less than 5 !(5 - 50 !(50 - 100 !(100 - 500 !(Greater then 500 Under Design/Construction Water System !A Pressure Reducing Valve (#UT Under Design/Construction Elevated Storage Tank Water Line Existing Water System !A Pressure Reducing Valve [Ú Pump Station UT Ground Storage Tank (#UT Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane FIGURE A-1TOWN OF PROSPER2015 WATER CONSUMPTION I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\A - PR Data, Diurnal, H2O Calibration\(Figure_A-1)-2015_Water_Consumption.mxd Updated: Monday, September 19, 2016 10:17:43 AM Item 9 (#UT(#UT(#UT [Ú UT !A UT !A (#UT !(PR !(PR !(PR !(PR !(PR !(PR !(PR!(PR !(PR DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 2.0 MG Preston Rd.Elevated Storage TankOverflow Elev.= 926 ft.Pump StationTotal Pumping Capacity= 20.0 MGD 1- 3.0 MG Ground Storage Tank1- 5.0 MG Ground Storage TankOverflow Elev.= 714 ft. Location 3PR ID: 205931Elev. = 712 ft. Location 2PR ID: 205930Elev. = 663 ft. Location 1PR ID: 205929Elev. = 667 ft. Location 9PR ID: 1667Elev. = 750 ft. Location 6PR ID: 205934Elev. = 786 ft. Location 4PR ID: 205932Elev. = 619 ft. Location 7PR ID: 205935Elev. = 565 ft. Location 5PR ID: 205933Elev. = 644 ft. Location 8PR ID: 205937Elev. = 633 ft. 2.0 MG Prosper Trail EST Elevated Storage Tank Overflow Elev. = 926 ft. 20'' 30'' 12''20'' 16 ' ' 12'' 12 ' ' 12 ' ' 12'' 12''12'' 12'' 12 ' ' 20''12'' 12 ' ' 12 ' ' 20 ' ' 12 ' ' 12 ' ' 20'' 12'' 1 2 ' ' 12'' 16 ' ' 12'' 12 ' ' 16'' 12 ' ' 20 ' ' 12'' 12 ' ' 12'' 12'' 1 2 ' ' 16 ' ' 12' ' 12 ' ' 12'' 12 ' ' 16'' 12'' 12'' 12 ' ' 20'' 12'' 12'' 12''12'' 12 ' ' 12'' 30'' 12 ' ' 12'' 12 ' ' 1 2 ' ' 30'' 12'' 20''12'' 16'' 12'' 12'' 12 ' ' 12'' 12'' 30'' 20'' 30'' 1 2 ' ' 20'' 12'' 12'' 12 ' ' 12'' 12'' 12 ' ' 12 ' ' 20'' 30''30'' 20 ' ' 12'' 12'' 12'' 12'' 12'' 12'' 1 2 ' ' 30'' 16 ' ' 1 2 ' ' 12'' 30'' 12'' 12'' 12 ' ' 12'' 12'' 20'' 12 ' ' 12'' 12'' 12 ' ' 12' ' 12'' 30'' 12 ' ' 12'' 12'' 20'' 12'' 12 ' ' 30''30'' 20'' 30'' 12'' 12 ' ' 20'' 20 ' ' 12 ' ' 12''12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 12'' 12'' 12 ' ' 12'' 12 ' ' 12 ' ' 12 ' ' 12'' 12'' 12'' 12'' 12'' 12'' 12 ' ' 12 ' ' 12'' 12 ' ' 12 ' ' 12'' 6'' 4' ' 6' ' 4'' 6'' 6' ' 6' ' 6' ' 6'' 6'' 6'' 12'' 12'' 12 ' ' 12'' 12'' 1 2 ' ' 12'' 12 ' ' 12 ' ' 12'' 12'' 12' ' 12 ' ' 12'' 12 ' ' 12'' 1 2 ' ' 12'' 12'' 30 ' ' 16 ' ' 30'' 30'' 30'' 30 ' ' 30''30'' 20'' 24'' 1 2 ' ' 24 ' ' 2 4 ' ' 24'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR PARVIN RD FISHTRAP RD E UNIVERSITY DR N C U S T E R R D W FIRST ST CR 6 CR 26 W FRONTIER PKWY FM 4 2 3 SH 2 8 9 PROSPER RD CR 5 1 CR 8 3 CR 8 4 N L E G A C Y D R W PROSPER TRL CO I T R D N P R E S T O N R D SM I L E Y R D N D A L L A S P K W Y CR 933 FM 1461 CR 1 2 4 GO O D H O P E R D GE E R D CR 5 0 FM 2 4 7 8 S P R E S T O N R D S T E E L P K W Y CU S T E R R D CR 123 HA W K I N S L N BRISTOL DR D O E C R E E K R D S C O L E M A N S T CR 970 C R 8 5 7CR 858AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y D A L L A S P K W Y N T E E L P K W Y VIRGINIA PKWY P R 5 1 5 5 GIBBS RD P R E S T O N H I L L S C I R AMISTAD DR FA L C O N R D SIBYL L N P R 7801 BONAR RD A E R O C O U N T R Y R D E BROADWAY ST GENTLEWAY W I N D I N G C R E E K R D BYRAN RD FI E L D S R D TRAILDR CRUTCHFIELD DR TW I N L A K E S D R B L U E F O R ES T D R RE D B U D D R HA R P E R R D EUREKA LN SHASTA DR BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR V E R O N A D R V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT E US 380 FAIR OAKS LN E SEVENTH ST R HE A M I L L S CIRCROOKEDSTICKDR CHANDLER CIR CAST I N E DR H A R V E S T R I D G E L N H A W T H O R N D R W H I T E R O C K B L V D VI C T O R Y W A Y W H E A T L A N D R D MONTICELLO DR JULIETTE DR S L E G A C Y D R B R O A D M O O R L N S T O N I N G T O N D R PRESTONVIEW DR CEDAR SPRINGS DR E S S E X D R WARREN DR GRI N D S T O N E DR P A C K S A DDLE TRL P R 5 5 6 9 NOLES RD C H ALKHILL W A T C H H I L L L N LA N E S T HID D E N L A K E D R BRADFORD DR EAGLE LN CRAFTSBURY LN STILLHOUSE HOLLOW DR E FIFTH ST CRESTW O O D D R WOODHAVEN DR CORN E T C T E EIGHTH ST COUNTRY VIEW DR N S T O N E BRIDGEDR FO U R S E A S O N S L N NORFOLK LN P A L E S T I N E D R CREEKWOOD DR LA K E F R O N T R D BEAVER TRL JE S S I C A L N COASTAL DR HAMPSHIRE D R MAGNOLIA BLVD BLOOMDALE DR LEN O X D R B ROA D M E A D O W L N CEDAR TRL PHANTOM L N H I C K O R Y CREEK DR J E W E E M S B L V D C REE K V IEW D R WA L N U T G R O V E R D CR 859 G R A N D H A V E N L N ECHO DR CHESAPEAKE LN N M A I N S T CREEKWOOD LN P I E R C E L N S REDWOOD CIR POST OAK CT T R ANQUILITY LN N REDWOOD CIR ASCOT PL SH A R E D D R I V E W A Y D Y L A N D R WE S T M O R E L A N D D R LI V E O A K L N SA L A D A D R STONYBROOK DR FALCON CT HO N E Y B R O O K L N DOOLITTLE DR YORK PL RANAHAN DR MA P L E S H A D E D R S A N D C R E E K D R SO A R I N G S T A R D R EAGLE DR KINNER DR LA C R O S S E L N AL L E N S T CR 26 CR 5 0 E FIFTH ST W UNIVERSITY DR 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 6'' 6'' 8' ' 8'' 8'' 8'' 6'' 8' ' 8'' 8' ' 6'' 8'' 8 ' ' 6'' 6 ' ' 8'' 8'' 8 ' ' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8''8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6 ' ' 8'' 8'' 8'' 8'' 6' ' 6 ' ' 8'' 8'' 8' ' 8'' 8'' 6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 6' ' 6'' 8' ' 8' ' 8'' 6'' 8'' 6 ' ' 6 ' ' 8'' 8'' 8''6'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 6' ' 6 ' ' 8'' 6 ' ' 8' ' 8'' 8'' 6' ' 8' ' 8''8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 6'' 8''8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8' ' 8 ' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6''6''6'' 8'' 8''8' ' 8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8' ' 8'' 6 ' ' 6 ' ' 8'' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8''8' ' 8'' 8' ' 8'' 8'' 8''8'' 8'' 8 ' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8''8'' 8'' 8'' 6' ' 8 ' ' 6' ' 6'' 8'' 6'' 6' ' 6' ' 6'' 6' ' 6' ' 6'' 8' ' 8'' 8' ' 6'' 6'' 6'' 8' ' 8' ' 8 ' ' 6' ' 8' ' 8'' 6'' 8' ' D o e B r a n c h Panther Cree k Wils on Creek G e n t l e C r e e k P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream R o w let t C r e e k Parv i n B r a n c h Gentle C r e e k D o e B ranch ParvinBranch S t r e a m P arvin Branch S t r e a m St r e a m St r e a m 0 1,700 3,400 SCALE IN FEET LEGEND !(PR Proposed Pressure Recorder Under Design/Construction Water System !A Pressure Reducing Valve (#UT Elevated Storage Tank Water Line Existing Water System !A Pressure Reducing Valve [Ú Pump Station UT Ground Storage Tank (#UT Elevated Storage Tank 8" and Smaller Water Line 10" and Larger Water Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary Lower Pressure Plane Upper Pressure Plane FIGURE A-2TOWN OF PROSPERPRESSURE RECORDER LOCATIONS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\A - PR Data, Diurnal, H2O Calibration\(Figure_A-2)-Pressure_Recorder_for_Installation.mxd Updated: Monday, September 19, 2016 10:20:42 AM Item 9 020406080 10 0 12 0 14 0 11 / 2 0 / 2 0 1 5 1 1 / 2 2 / 2 0 1 5 1 1 / 2 4 / 2 0 1 5 1 1 / 2 6 / 2 0 1 5 1 1 / 2 8 / 2 0 1 5 1 1 / 3 0 / 2 0 1 5 1 2 / 2 / 2 0 1 5 1 2 / 4 / 2 0 1 5 1 2 / 6 / 2 0 1 5 1 2 / 8 / 2 0 1 5 P r e s s u r e ( p s i ) Fi g u r e A - 3 To w n o f P r o s p e r Pr e s s u r e T e s t i n g R e s u l t s No v e m b e r 2 1 - D e c e m b e r 7 , 2 0 1 5 PR 2 0 5 9 3 2 PR 2 0 5 9 3 7 PR 2 0 5 9 3 3 PR 2 0 5 9 3 0 PR 2 0 5 9 3 5 PR 2 0 5 9 3 1 PR 2 0 5 9 2 9 PR 2 0 1 6 6 7 PR 205934 Le g e n d i s l i s t e d i n d e s c e n d i n g o r d e r ( h i g h e s t p r e s s u r e t o l o w e s t p r e s s u r e ) . A- 3 Item 9 0. 0 0. 5 1. 0 1. 5 2. 0 2. 5 3. 0 3. 5 4. 0 0: 0 0 2 : 0 0 4 : 0 0 6 : 0 0 8 : 0 0 1 0 : 0 0 1 2 : 0 0 1 4 : 0 0 1 6 : 0 0 1 8 : 0 0 2 0 : 0 0 2 2 : 0 0 W a t e r D e m a n d ( M G D ) Ti m e Fi g u r e A - 4 To w n o f P r o s p e r Di u r n a l C u r v e De c e m b e r 1 , 2 0 1 5 De c e m b e r 1 D e m a n d Di u r n a l C u r v e Da i l y U s a g e = 1 . 6 0 M G D A- 4 Item 9 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 0: 0 0 1: 0 0 2: 0 0 3: 0 0 4: 0 0 5: 0 0 6: 0 0 7: 0 0 8: 0 0 9: 0 0 10 : 0 0 11 : 0 0 12 : 0 0 13 : 0 0 14 : 0 0 15 : 0 0 16 : 0 0 17 : 0 0 18 : 0 0 19 : 0 0 20 : 0 0 21 : 0 0 22 : 0 0 23 : 0 0 Fl o w ( M G D ) Time Figure A-5 Town of Prosper Pump Station Flow December 1, 2015 Recorded Modeled A-5 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 6 To w n of P r o s p e r Lo c a t i o n # 1 : P R # 2 0 5 9 2 9 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 6 7 f e e t A- 6 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 7 To w n of P r o s p e r Lo c a t i o n # 2 : P R # 2 0 5 9 3 0 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 6 3 f e e t A- 7 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 8 To w n of P r o s p e r Lo c a t i o n # 3 : P R # 2 0 5 9 3 1 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 7 1 2 f e e t A- 8 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 9 To w n of P r o s p e r Lo c a t i o n # 4 : P R # 2 0 5 9 3 2 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 1 9 f e e t A- 9 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 0 To w n of P r o s p e r Lo c a t i o n # 5 : P R # 2 0 5 9 3 3 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 4 4 f e e t A- 1 0 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 1 To w n of P r o s p e r Lo c a t i o n # 6 : P R # 2 0 5 9 3 4 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 7 8 6 f e e t A- 1 1 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 2 To w n of P r o s p e r Lo c a t i o n # 7 : P R # 2 0 5 9 3 5 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 5 6 5 f e e t A- 1 2 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 3 To w n of P r o s p e r Lo c a t i o n # 8 : P R # 2 0 5 9 3 7 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 6 3 3 f e e t A- 1 3 Item 9 0102030405060708090 10 0 11 0 12 0 13 0 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 P r e s s u r e ( p s i ) Ti m e Fi g u r e A - 1 4 To w n of P r o s p e r Lo c a t i o n # 9 : P R # 1 6 6 7 De c e m b e r 1 , 2 0 1 5 Recorded Modeled Gr o u n d E l e v a t i o n = 7 5 0 f e e t A- 1 4 Item 9 0510152025303540 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 L e v e l ( f t ) Ti m e Fi g u r e A - 1 5 To w n of P r o s p e r Pr e s t o n E S T L e v e l De c e m b e r 1 , 2 0 1 5 Recorded Modeled A- 1 5 Item 9 05101520253035 0 : 0 0 1 : 0 0 2 : 0 0 3 : 0 0 4 : 0 0 5 : 0 0 6 : 0 0 7 : 0 0 8 : 0 0 9 : 0 0 1 0 : 0 0 1 1 : 0 0 1 2 : 0 0 1 3 : 0 0 1 4 : 0 0 1 5 : 0 0 1 6 : 0 0 1 7 : 0 0 1 8 : 0 0 1 9 : 0 0 2 0 : 0 0 21:00 22:00 23:00 L e v e l ( f t ) Ti m e Fi g u r e A - 1 6 To w n of P r o s p e r Gr o u n d S t o r a g e T a n k L e v e l De c e m b e r 1 , 2 0 1 5 Recorded Modeled A- 1 6 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix B Wastewater System Flow Monitoring and Model Validation Data Item 9 !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !(!(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !(!(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä TXWWTP TXWWTP !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 15" 15" La Cima 2 LSDecommissionLS and FM La Cima LS Steeple Chase LS(Abandoned) Whispering Farms LS(Abandoned) Greenspoint LS(Abandoned) Gentle Creek LS(Abandoned) WastewaterTreatment Plant(Abandoned) Lift StationLift Station Lift Station Lift Station Lift Station Doe BranchWastewater Treatment Plant(UTRWD) 24"12 " FM-0315" FM-0615" FM-0424" FM-05A & FM-05B15" & 8" FM-0110" FM-0227" FM-07A & FM-07B10" & 10" Aj Aj KªKªKª RG-02 RG-01 24'' 21'' 3 6 ' ' 18'' 30'' 10''15 ' ' 12'' 36'' 36'' 36'' 36'' 36'' 36''30'' 36'' 18'' 12'' 15 ' ' 30'' 30'' 18 ' ' 36'' 36'' 15'' 36'' 10'' 36'' 12'' 12'' 36'' 36'' 1 8 ' ' 18'' 15 ' ' 18'' 18'' 15 ' ' 8'' 8'' 8''8'' 8 ' ' 8'' 8'' 8''8'' 8'' 12'' F . M . 10' ' F . M . 10 ' ' F . M . 10'' F.M. 10' ' F . M . 8'' F.M. 6' ' F . M . 8'' F.M.12'' F.M 10'' F.M 4'' F . M 6' ' F . M 15 ' ' 12'' 10'' 12'' 12'' 15'' 12'' 10 ' ' 10'' 10 ' ' 12 ' ' 15'' 1 2 ' ' 10' ' 12'' 12 ' ' 10'' 15'' 15'' 12'' 10'' 10'' 10'' 12 ' ' 12'' 12'' 10'' 12 ' ' 1 2 ' ' 15'' 12'' 12 ' ' 21'' 15'' 27 ' ' 10'' 24'' 18'' 24 ' ' 21'' 10'' 18'' 12 ' ' 10'' 27''21'' 21'' 21'' 24'' 21'' 24'' 12 ' ' 12'' 18'' 10 ' ' 21'' 2 4 ' ' 10'' 27 ' ' 10'' 12'' 24 ' ' 27'' 10'' 21'' 10 ' ' 12'' 10'' 21'' 18'' 18'' 12 ' ' 21'' 21'' 21'' 21 ' ' 21'' 18'' 12'' 2 4 ' ' 10'' 12'' 15'' CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR FISHTRAP RD PARVIN RD E PROSPER TRL E UNIVERSITY DR N C U S T E R R D CR 6 W FIRST ST N C O I T R D CR 26 CR 5 1 CR 8 3 W FRONTIER PKWY CR 8 4 E FRONTIER PKWY FM 4 2 3 SH 2 8 9 PROSPER RD SM I L E Y R D N L E G A C Y D R BYRAN RD W PROSPER TRL CO I T R D N P R E S T O N R D DOE CR E E K R D N D A L L A S P K W Y S C O I T R D CR 933 FM 2 4 7 8 GO O D H O P E R D GE E R D HA Y S R D CR 5 0 S PR E S T O N R D BONAR RD S T E E L P K W Y E US 380 CU S T E R R D HA W K I N S L N LA CIM A B L V D EUREKA LN S C O L E M A N S T CR 970 D A L L A S P K W Y AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y N T E E L P K W Y PR ES T O N HILLS CIRPR 5155 GIBBS RD CR 8 5 4 MAGNOLIA BLVD AMISTAD DR FA L C O N R D CR 123 SIBYL LN FM 1461 CR 858 CR 857 P R 7801 A E R O C O U N T R Y R D E BROADWAY ST W I N D I N G C R E E K R D TA L O N L N FI E L D S R D CRUTCHFIELD DR CR 853 TW I N L A K E S D R B L U E F O R E ST D R E THIRD ST RE D B U D D R BRISTOL DR HA R P E R R D KI R K W O O D L N S C R A I G R D BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT FAIR OAKS LN E SEVENTH ST RHEA M I L L S C I R C R O O K E D S T I C K D R CHANDLER CIR CO O K L N WENK CT HAYDEN LN S E A P I N E S D R CAUDLE LN H A R V E S T R I D G E L N OA K B E N D T R L V E R O N A D R GENTLE CREEKTRL H A W T H O R N D R W H I T E R O C K B L V D W H E A T L A N D R D VISTA VIEW LN MONTICELLO DR S L E G A C Y D R B R O A D M O O R L N PRESTONVIEW DR PR 5 1 5 6 CEDAR SPRINGS DR ESSEXDR ST O N Y T R L TEXA N A D R WARREN DR GRIND S T O N E D R CEDAR LAKE DR P A C K S A DDLE TRL NOLES RD PRESTONCOU N T R Y LN C H A LKHILL LA N E S T P E B B L E C R E E K D R CO L L I N C T STILLHOUSE HOLLOW DRW I L L OWVIEW DR E FIFTH ST W I L L O W R I D G E D R CRESTW O O D D R E SECOND ST B U T C H A R T D R CHARLESTON LN WOODHAVEN DR CORN E T C T VIRGINIA PKWY PLUM CT APPALACHIAN LN KING GEORGE LN B RIDGEPORTDR E EIGHTH ST COUNTRY VIEW DR NORFOLK LN P A L E S T I N E D R PASEWARK CIR NEWPORT LN CREEKWOOD DR C H E R O K E E R O S E T R L DOUBLE B TRL STILLHOUSE HOLLO W C T COASTAL DR HAMPSHIRE D R JA S M I N E T R L S T O N E C R E E K DR E S C A L A N T E T R L TWIN B U T T E S D R WILSON C R E E K T R L S A N J U A N AVE L E N O X D R C EDAR T R L PHANTOM LN HICKORY CRE EK DR WHIT E R I V E R D R DARIAN DR MOONEY DR WA L N U T G R O V E R D WI N T E R H A V E N L N CA R I B O U D R SPANISH MOSS DR MEADOWRIDG E D R DE E R R U N L N CHESAPEAKE LN H A L E Y C T CARRIAGE LN KOMROM CT MISTY M E A D O W D R BE T T S L N LON G W O O D D R TETON PL A R R O W H E A D D R CREEKVIEW C T DOVE CREEK C I R A S P E N S T MERCER WAY C A L A V E R A S C T S REDWOOD CIR FORSYTHE DR N REDWOOD CIR S U S S E X D R CO L L I N G R E E N D R ASCOT PL N W E S L E Y D R SH A R E D D R I V E W A Y PARKVIEW CT WI N D Y H I L L L N MANITO U D R W R E D O A K C I R STRATFORD DR FALCON CT GABLES DR WOOD S T R E A M D R SA N D S T O N E D R DOOLITTLE DR SOUTHERN PINE D R YORK PL D O V E C R E E K S T RANAHAN DR EAGLE DR LOGANS WAY DR KINNER DR S P R E S T O N R D GO O D H O P E R D FAIR OAKS LN CR 26 CR 5 0 DA L L A S P K W Y 8' ' 6''8'' 8' ' 8'' 8'' 6' ' 8'' 6' ' 6' ' 8'' 8'' 8' ' 6' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 8'' 6' ' 8'' 6' ' 8'' 8'' 8'' 8''8'' 6'' 8' ' 8'' 6'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8 ' ' 6'' 8'' 6'' 6' ' 8'' 8'' 8 ' ' 6'' 8' ' 6'' 6' ' 6' ' 8'' 4'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8' ' 6 ' ' 8'' 8'' 8 ' ' 8' ' 8'' 6'' 8'' 8 ' ' 8'' 8' ' 8'' 8 ' ' 8 ' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8' ' 8' ' 8 ' ' 8' ' 8'' 8'' 8'' 8' ' 6'' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 6' ' 8'' 6'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 6' ' 8'' 8' ' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 6'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 6'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8' '8'' 8' ' 8' ' 8'' 8'' 8'' 8' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8' ' 6'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8''8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8 ' ' 8' ' 8'' D o e B r a n c h Panther Cree k W il s o n C r e e k GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream R o w let t C r e e k Pond St r e a m D o e B r a n c h S t r e a m S t r e a m Parv i n B r a n c h P arvin Branch 0 1,700 3,400 SCALE IN FEET LEGEND !(FM Proposed Flow Monitor Vä Under Design/Construction Lift Station Under Design/Construction Wastewater Line Under Design/Construction Force Main [q Rain Gauge !(Manhole Vä Lift Station TXWWTP Wastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line 8" and Smaller Force Main 10" and Larger Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-1TOWN OF PROSPERFLOW MONITORING LOCATIONS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\B - FM Data, Summary Tables, WW Calibration\MXD\(Figure_B-1)-Flow_Monitoring_Locations.mxd Updated: Monday, September 19, 2016 4:44:34 PM FLOW MONITOR BASINS Basin 1 - 54,443 LF Basin 2 - 59,224 LF Basin 3 - 43,815 LF Basin 4 - 75,326 LF Basin 5A - 80,298 LF Basin 5B - 25,947 LF Basin 6 - 43,615 LF Basin 7A - 20,760 LF Basin 7B - 10,542 LF Item 9 !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä TXWWTP TXWWTP !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 15" 15" La Cima 2 LSDecommissionLS and FM La Cima LS Steeple Chase LS(Abandoned) Whispering Farms LS(Abandoned) Greenspoint LS(Abandoned) Gentle Creek LS(Abandoned) WastewaterTreatment Plant(Abandoned) Lift StationLift Station Lift Station Lift Station Lift Station Doe BranchWastewater Treatment Plant(UTRWD) 24"12 " FM-03 Recorded: 0.16Modeled: 0.17 FM-06 Recorded: 0.09Modeled: 0.10 FM-04 Recorded: 0.14Modeled: 0.15 FM-05A & FM-05B Recorded: 0.45Modeled: 0.47 FM-01 Recorded: 0.18Modeled: 0.20 FM-02 Recorded: 0.13Modeled: 0.15 FM-07A & FM-07B Recorded: 0.14Modeled: 0.14 Aj Aj KªKªKª RG-02 RG-0124'' 21'' 3 6 ' ' 18'' 30'' 10''15 ' ' 12'' 18'' 18 ' '18'' 36'' 36'' 15 ' ' 36'' 1 8 ' ' 30'' 15 ' ' 36'' 36'' 1 8 ' ' 36'' 30'' 36'' 36'' 36'' 36' ' 12'' 36''36''36'' 36'' 10'' 36'' 18'' 15 ' ' 8''8'' 8'' 8'' 8'' 8'' 8'' 8''8'' 12'' F . M . 15 ' ' 12'' 10'' 12'' 15'' 10'' 12 ' ' 15'' 12'' 15'' 12'' 1 2 ' ' 10'' 12 ' ' 10 ' ' 12'' 12 ' ' 10'' 12 ' ' 10 ' ' 15'' 10'' 12 ' ' 15'' 12'' 1 0 ' ' 10''10'' 1 2 ' '15'' 12'' 10' ' F . M . 10'' F.M. 10 ' ' F . M . 1 2 ' ' 24 ' ' 10'' 21'' 24'' 10 ' ' 2 4 ' ' 21'' 12 ' ' 1 0 ' ' 21'' 10'' 10'' 12 ' ' 21 ' ' 24 ' ' 12' ' 10'' 12'' 12'' 21'' 15 ' ' 27 ' ' 10'' 24'' 18'' 21'' 12 ' ' 18'' 10'' 27 ' ' 21'' 21'' 10'' 21'' 21'' 18'' 18'' 18'' 27''21''27''21'' 12'' 10'' 24'' 12'' 21'' 12'' 21'' 2 4 ' ' 8'' F.M. 6' ' F . M . CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR FISHTRAP RD PARVIN RD CR 8 3 CR 6 E PROSPER TRL E UNIVERSITY DR N C U S T E R R D CR 84 CR 5 1 W FIRST ST N C O I T R D CR 26 W FRONTIER PKWY E FRONTIER PKWY FM 4 2 3 SM I L E Y R D SH 2 8 9 CAREY RD PROSPER RD FM 2 4 7 8 N L E G A C Y D R W PROSPER TRL CO I T R D BYRAN RD N P R E S T O N R D DOE CR E E K R D N D A L L A S P K W Y S C O I T R D CR 933 GO O D H O P E R D GE E R D HA Y S R D CR 5 0 BONAR RD S T E E L P K W Y S PR E S T O N R D CU S T E R R D E US 380 HA W K I N S L N D A L L A S P K W Y LA CIM A B L V D EUREKA LN S C O L E M A N S T CR 970 AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y N T E E L P K W Y P R E S T O N HILLS CIRPR 5155 GIBBS RD FM 428 W CR 8 5 4 MAGNOLIA BLVD CR 123 AMISTAD DR FA L C O N R D FM 1461 CR 858 CR 857 SIBYL L N P R 7801 A E R O C O U N T R Y R D E BROADWAY ST W I N D I N G C R E E K R D TA L O N L N FI E L D S R D CRUTCHFIELD DR CR 853 TW I N L A K E S D R BRISTOL DR B L U E F O R ES T D R E THIRD ST RE D B U D D R HA R P E R R D KI R K W O O D L N S C R A I G R D PR 5 1 5 6 HE R I T A G E TRL BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT FAIR OAKS LN E SEVENTH ST RHEA M I L L S C I R C R O O K E D S T IC K D R CHANDLER CIR WENK CT V E R O N A D R S E A P I N E S D R OA K B E N D T R L HAYDEN LN GENTLE CREEKTRL H A W T H O R N D R W H I T E R O C K B L V D VISTA VIEW LN MONTICELLO DR S L E G A C Y D R B R O A D M O O R L N PRESTONVIEW DR CEDAR SPRINGS DR Q U A I L HOLLOW ESSEXDR ST O N Y T R L TEXA N A D R WARREN DR GRIND S T O N E D R CEDAR LAKE DR NOLES RD PRESTONCOU N T R Y LN C H ALKHILL CL I P S T O N D R LA N E S T P E B B L E C R E E K D R CO L L I N C T CH A P E L H I L L D R STILLHO US E HOLLOW DR W I L L OWVIEW DR E FIFTH ST W I L L O W R I D G E D R CRESTW O O D D R KIOWA DR VIRGINIA PKWY WOODHAVEN DR CORN E T C T CHARLESTON LN B RIDGEPORTDR E EIGHTH ST COUNTRY VIEW DR NORFOLK LN P E R E G R I N E P T P A L E S T I N E D R PASEWARK CIR DEVONSHIRE DR CREEKWOOD DR C H E R O K E E R O S E T R L COASTAL DR JA S M I N E T R L S T O N E C R E E K DR TWIN B U T T E S D R S A N J U A N AVE LEN O X D R PHANTOM L N HICKORY CREEK DR DARIAN DR CA R I B O U D R SPANISH MOSS D R ECHO DR MEADOW RIDG E D R CHESAPEAKE LN CARRIAGE LN MISTY M E A D O W D R CREEKWOOD LN LON G W O O D D R TETON PL A R R O W H E A D D R COUNTR Y C R E EKLN S H A R E D D R I V E W A Y DOVE CREEK C I R M ERCER WAY S REDWOOD CIR FORSYTHE DR N REDWOOD CIR S U S S E X D R CO L L I N G R E E N D R ASCOT PL PARKVIEW CT WI N D Y H I L L L N W SECO N D S T STONYBROOK DR FALCON CT GABLES DR C O N C H O T R L WOOD S T R E A M D R S A D D L E H O R N C T DOOLITTLE DR YORK PL D O V E C R E E K S T EAGLE DR LOGANS WAY DR KINNER DR FAIR OAKS LN CR 5 0 W UNIVERSITY DR S P R E S T O N 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8' ' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8' ' 8' ' 6'' 8'' 6'' 8'' 8 ' ' 8 ' ' 8'' 8' ' 6' ' 8' ' 8'' 8' ' 8 ' ' 8' ' 6' ' 8'' 8 ' ' 6' ' 8'' 6'' 8'' 8'' 6'' 6'' 8''8'' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 6' ' 8'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 6'' 8 ' ' 8 ' ' 6' ' 6'' 8'' 8'' 8'' 8'' 6'' 8'' 6'' 8 ' ' 8' ' 8'' 6' ' 8'' 8'' 8'' 6'' 8'' 6'' 8' ' 8' ' 6''8'' 6'' 8 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 8'' 6' ' 8' ' 6 ' ' 8'' 6'' 8'' 6' ' 8''8' ' 8 ' ' 8'' 6'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8' ' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8' ' 8'' 8' ' 6'' D o e B r a n c h Panther Cree k W il s o n C r e e k GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream L i ttle E l m C r e e k R o w let t C r e e k S t r e a m D o e B r a n c h ParvinBranc h D o e Branc h Parv i n B r a n c h S t r e a m P arvin Branch St r e a m 0 1,700 3,400 SCALE IN FEET I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\B - FM Data, Summary Tables, WW Calibration\MXD\(Figure_B-2)-Wastewater_Dry_Calibration.mxd Updated: Friday, September 23, 2016 10:13:11 AM FLOW MONITOR BASINS Basin 1 Basin 2 Basin 3 Basin 4 Basin 5A Basin 5B Basin 6 Basin 7A Basin 7B FM ID #Recorded Flow (MGD)Modeled Flow (MGD) LEGEND !(FM Flow Monitor Vä Under Design/Construction Lift Station Under Design/Construction Wastewater Line Under Design/Construction Force Main [q Rain Gauge !(Manhole Vä Lift Station TXWWTP Wastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line 8" and Smaller Force Main 10" and Larger Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-2TOWN OF PROSPERWASTEWATER SYSTEMDRY WEATHER VALIDATION RESULTS Item 9 !( !(!( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!(!(!(!(!( !( !( !(!( !(!(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !(!(!( !( !(!( !( !( !(!(!( !( !( !(!( !(!( !( !( !(!( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !(!(!( !(!(!( !(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !( !( !(!( !(!(!( !(!( !(!( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!(!(!(!( !( !( !( !(!(!(!(!( !(!(!(!(!(!( !(!( !( !( !( !( !( !(!( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !(!(!( !( !(!( !( !(!(!(!( !(!(!(!( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !(!( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !(!( !( !(!(!(!( !(!(!( !( !( !( !( !( !(!(!(!( !(!(!(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !( !(!(!( !( !(!( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !(!( !( !( !( !( !(!( !(!( !( !(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !(!(!(!( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !(!( !( !( !( !( !(!(!( !( !( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!(!( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !(!( !(!(!( !( !( !(!(!( !(!(!(!( !( !( !( !(!(!(!(!( !( !(!( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !( !(!( !(!( !(!( !( !( !( !(!(!( !(!(!( !(!( !(!( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !(!(!( !(!( !( !(!( !( !( !(!(!( !( !( !(!(!(!(!(!(!(!(!(!(!(!(!(!( !( !( !(!( !(!( !( !( !( !(!( !(!(!( !( !( !(!( !(!(!( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !(!( !( !(!(!( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !(!( !( !( !(!(!(!( !( !(!(!( !(!( !(!(!( !(!( !( !(!( !(!( !( !( !( !(!(!( !( !(!(!(!( !( !(!( !( !(!( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !(!( !(!( !(!(!( !( !(!( !(!( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !(!( !( !( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !(!( !(!( !( !( !(!(!( !( !( !(!(!( !( !( !(!(!( !(!( !( !( !( !( !( !(!( !( !( !( !(!(!( !(!( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!(!( !( !( !(!(!(!( !(!(!( !( !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!(!( !( !(!( !(!(!( !( !(!( !(!(!( !( !( !(!( !( !(!(!( !(!( !(!( !(!(!(!( !(!( !( Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä Vä TXWWTP TXWWTP !( !( !(!( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q DE N T O N C O . CO L L I N C O . CO L L I N C O . DE N T O N C O . 15" 15" La Cima 2 LSDecommissionLS and FM La Cima LS Steeple Chase LS(Abandoned) Whispering Farms LS(Abandoned) Greenspoint LS(Abandoned) Gentle Creek LS(Abandoned) WastewaterTreatment Plant(Abandoned) Lift StationLift Station Lift Station Lift Station Lift Station Doe BranchWastewater Treatment Plant(UTRWD) 24"12 " FM-03 Recorded: 0.63Modeled: 0.69 FM-06 Recorded: 1.07Modeled: 1.18 FM-04 Recorded: 2.41Modeled: 2.55 FM-05A & FM-05B Recorded: 2.09Modeled: 2.20 FM-01 Recorded: 0.49Modeled: 0.53 FM-02 Recorded: 1.15Modeled: 1.26 FM-07A & FM-07B Recorded: 0.63Modeled: 0.66 Aj Aj KªKªKª RG-02 RG-01 6''8''12'' 27 ' ' 24'' 10'' 21'' 15'' 27'' 8' ' 8'' 27 ' ' 8'' 8' ' 8' ' 10'' 8'' 24'' 21'' 3 6 ' ' 18'' 30'' 10''15 ' ' 12'' 8'' 36'' 8'' 18''18'' 18'' 10'' 1 8 ' ' 36'' 15 ' ' 24'' 36''36'' 36'' 1 8 ' ' 36' ' 30'' 36' ' 36'' 36''36'' 36'' 15 ' ' 18 ' ' 36'' 8'' 8' ' 30'' 36'' 12'' 18'' 36'' 15 ' ' 12'' 10'' 12 ' ' 10 ' ' 15'' 10' ' 15'' 12 ' ' 10'' 15'' 10 ' ' 1 0 ' ' 10 ' ' 1 5 ' ' 1 5 ' ' 10 ' ' 12'' 10'' 12'' 10'' 10'' 12'' 15'' 10 ' ' 15'' 1 2 ' ' 24 ' ' 10'' 21'' 21 ' ' 24'' 10'' 24 ' ' 12 ' ' 24 ' ' 12'' 12' ' 21 ' ' 24 ' ' 12'' 21'' 15 ' ' 27'' 10'' 24'' 18'' 18 ' ' 21''21'' 21'' 18'' 21''21'' 12'' 2 4 ' ' 10'' 18''10'' 12'' 21'' 18 ' ' 12'' 21'' 21''21' ' 10'' 21'' 21'' 24'' 10 ' ' 27''12'' F . M . 8'' F.M. 6' ' F . M . CR 25 FM 1 3 8 5 E FIRST ST W UNIVERSITY DR FISHTRAP RD PARVIN RD CR 6 CR 8 3 E PROSPER TRL E UNIVERSITY DR N C U S T E R R D CR 84 CR 5 1 W FIRST ST N C O I T R D CR 26 W FRONTIER PKWY E FRONTIER PKWY SM I L E Y R D FM 4 2 3 SH 2 8 9 CAREY RD PROSPER RD FM 2 4 7 8 N L E G A C Y D R W PROSPER TRL CO I T R D BYRAN RD N P R E S T O N R D DOE CR E E K R D N D A L L A S P K W Y S C O I T R D CR 933 GO O D H O P E R D GE E R D HA Y S R D CR 5 0 BONAR RD S T E E L P K W Y S PR E S T O N R D CU S T E R R D E US 380 D A L L A S P K W Y HA W K I N S L N LA CIM A B L V D EUREKA LN S C O L E M A N S T CR 970 AR T E S I A B L V D LO V E R S L N S D A L L A S P K W Y N T E E L P K W Y P R E S T O N HILLS CIRPR 5155 FM 428 W GIBBS RD CR 8 5 4 MAGNOLIA BLVD CR 123 AMISTAD DR FA L C O N R D FM 1461 CR 858 CR 857 SIBYL L N P R 7801 A E R O C O U N T R Y R D E BROADWAY ST W I N D I N G C R E E K R D TA L O N L N FI E L D S R D CRUTCHFIELD DR CR 853 TW I N L A K E S D R BRISTOL DR B L U E F O R ES T D R E THIRD ST RE D B U D D R HA R P E R R D S C R A I G R D PR 5 1 5 6 HE R I T A G E TRL BENBROOK BLVD PANTHER CREEK RD W O O D V I E W D R BED F O R D L N A M B E R W O O D L N P R 5 4 0 5 LAKEVIEW DR D A L L A S N O R T H T O L L W A Y CR O W N C O L O N Y D R DIANNA DR HIGHPOINT DR V I R G I N I A H I L L S D R LA N CASHIRE L N CROSSLAKE CT FAIR OAKS LN RHEA M I L L S C I R C R O O K E D S T I C K D R CHANDLER CIR WENK CT V E R O N A D R S E A P I N E S D R OA K B E N D T R L HAYDEN LN GENTLE CREEKTRL CAUDLE LN H A W T H O R N D R W H I T E R O C K B L V D CR 8 6 VISTA VIEW LN MONTICELLO DR S L E G A C Y D R B R O A D M O O R L N PRESTONVIEW DR CEDAR SPRINGS DR Q U A I L HOLLOW N P A R V I N S T ST O N Y T R L TEXA N A D R WARREN DR GRIND S T O N E DR CEDAR LAKE DR NOLES RD PRESTONCOU N T R Y LN C H ALKHILL CL I P S T O N D R LA N E S T BRADFORD DR P E B B L E C R E E K D R CO L L I N C T CH A P E L H I L L D R STILLHOUSE HOLLOW DRW I L L OWVIEW DR E FIFTH ST W I L L O W R I D G E D R CRESTW O O D D R E SECOND ST VIRGINIA PKWY WOODHAVEN DR CORN E T C T CHARLESTON LN PLUM CT B RIDGEPORTDR E EIGHTH ST WIL L O W R U N COUNTRY VIEW DR APPALACHIAN LN KING GEORGE LN NORFOLK LN P E RE G R I N E P T P A L E S T I N E D R PASEWARK CIR NEWPORT LN CREEKWOOD DR BEAVER TRL C H E R O K E E R O S E T R L STILLHOUSE HOLLO W C T COASTAL DR HAMPSHIRE D R JA S M I N E T R L S T O N E C R E E K DR TWIN B U T T E S D R S A N J U A N AVE LE N O X D R C EDAR T R L PHANTOM L N HICKORY CRE EK DR W HITE R I V E R D R DARIAN DR MOONEY DR THREE RIVERS D R WA L N U T G R O V E R D WI N T E R H A V E N L N SPANISH MOSS D R ECHO DR MEADOW RIDG E D R CHESAPEAKE LN H A L E Y C T CARRIAGE LN KOMROM CT MISTY ME A D O W D R OXFORD PL BE T T S L N LON G W O O D D R TETON PL A R R O W H E A D D R TWIN OA KS D R CREEKVIEW C T S P RIN G B R O O K D R S H A R E D D R I V E W A Y DOVE CREEK C I R A S P E N S T MERCER WAY C A L A V E R A S C T S REDWOOD CIR FORSYTHE DR N REDWOOD CIR S U S S E X D R CO L L I N G R E E N D R ASCOT PL N W E S L E Y D R PARKVIEW CT W SECO N D S T MANITO U D R W R E D O A K C I R STRATFORD DR FALCON CT GABLES DR WOOD S T R E A M D R S A D D L E H O R N C T DOOLITTLE DR SOUTHERN PINE D R YORK PL D O V E C R E E K S T RANAHAN DR NO R T H R I D G E T R L EAGLE DR LOGANS WAY DR KINNER DR PE C A N S T CEDAR BEND DR GO O D H O P E R D S P R E S T O N R D CR 5 0 FAIR OAKS LN DA L L A S P K W Y SH A R E D D R I V E W A Y CR 26 8' ' 6'' 8'' 6'' 8'' 8'' 8'' 8' ' 8'' 6'' 8'' 8 ' ' 6' ' 6' ' 8'' 8' ' 8'' 8' ' 6'' 8'' 8'' 8'' 8'' 8' ' 6'' 6'' 8'' 8'' 8'' 6'' 8'' 8'' 8' ' 8'' 8'' 8' ' 8'' 6'' 8'' 8' ' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8 ' ' 8'' 8'' 6'' 8'' 6' ' 8'' 6'' 8'' 8 ' ' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 6' ' 8'' 6'' 8'' 8'' 6'' 8'' 6'' 8'' 8'' 6'' 8 ' ' 8'' 8' ' 8'' 8'' 8'' 6' ' 8' ' 8 ' ' 8'' 8'' 8 ' ' 6' ' 8'' 8 ' ' 8'' 6'' 8'' 6' ' 6'' 8' ' 8'' 8' ' 6' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 6'' 8''4'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8''8'' 8' ' 8'' 8''8'' 8' ' 8'' 8 ' ' 8 ' ' 8'' 8'' 8 ' ' 8'' 8'' 6' ' 8 ' ' 8'' 8' ' 8' ' 6'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8' ' 8' ' 6'' 6' ' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8' ' 8' ' 8'' 8' ' 8'' 8'' 8'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8' ' 8' ' 8' ' 8' ' 8 ' ' 8''8'' 8' ' 8 ' ' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8' ' 8'' 6'' 8''8'' 8'' 8'' 8' ' 8' ' 8' ' 8'' 8'' 6'' 8'' 8 ' ' 6 ' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 8'' 8'' 6'' 8 ' ' 8' ' 6' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 4' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8 ' ' 8'' 8'' 8' ' 8'' 8' ' 8 ' ' 8' ' 8'' 8'' 8 ' ' 8'' 8' ' 8'' 8' ' 8'' 8 ' ' 8'' 6' ' 8' ' 8'' 8' ' 8'' 8'' 8' ' 8'' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 8' ' 8' ' 8'' 8'' 8 ' ' 8'' 6' ' 8'' 8' ' 8'' 8'' 8'' 8'' 8 ' ' 8' ' 8' ' 8'' 6'' 8'' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8 ' ' 8'' 8'' 8'' 8'' 8'' 8' ' 8' ' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8' ' 8'' 8'' 8'' 8'' 8' ' 8' ' 8' ' 8 ' ' 8'' 8''8' ' 8'' 8' ' 8' ' 8'' 8'' 8''8'' 8'' 8' ' 8'' D o e B r a n c h Panther Cree k W il s o n C r e e k GentleCreek P a r v i n B r a n c h R u t h e r f o r d B r a n c h Stream L i ttle E l m C r e e k R o w let t C r e e k Pond S t r e a m P arvin Branch Parv i n B r a n c h D o e Branc h D o e B r a n c h St r e a m S t r e a m 0 1,700 3,400 SCALE IN FEET LEGEND Model Results !(Model Predicted Overflow !(Surcharging w/in 3 ft. of MH Rim Surcharged Due to Downstream Restriction !(FM Flow Monitor Vä Under Design/Construction Lift Station Under Design/Construction Wastewater Line Under Design/Construction Force Main [q Rain Gauge !(Manhole Vä Lift Station TXWWTP Wastewater Treatment Plant 8" and Smaller Wastewater Line 10" and Larger Wastewater Line 8" and Smaller Force Main 10" and Larger Force Main UTRWD Wastewater Line NTMWD Wastewater Line Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-3TOWN OF PROSPERWASTEWATER SYSTEMWET WEATHER VALIDATION RESULTS I Created By Freese and Nichols, Inc. Job No.: PRP15611 Location: T:\WWP\Report\04 - Appendices\B - FM Data, Summary Tables, WW Calibration\MXD\(Figure_B-3)-Wastewater_Wet_Calibration.mxd Updated: Friday, September 23, 2016 10:14:32 AM FLOW MONITOR BASINS Basin 1 Basin 2 Basin 3 Basin 4 Basin 5A Basin 5B Basin 6 Basin 7A Basin 7B FM ID #Recorded Flow (MGD)Modeled Flow (MGD) Item 9 !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q FM-03 FM-06 FM-04 FM-05A & FM-05B FM-01 FM-02 FM-07A & FM-07B Aj Aj KªKª RG-02 RG-01 BASIN 436.57 gal/LF BASIN 2DATA UNAVAILABLE BASIN 310.32 gal/LF BASIN 17.02 gal/LF BASIN 5A17.41 gal/LF BASIN 616.78 gal/LF BASIN 7A0.80 gal/LF BASIN 5B8.17 gal/LF BASIN 7B0.11 gal/LF CR 25 E FIRST ST E PROSPER TRL E UNIVERSITY DR N C U S T E R R D N C O I T R D CR 26 E FRONTIER PKWY SH 2 8 9 W FIRST ST W FRONTIER PKWY CO I T R D N P R E S T O N R D N D A L L A S P K W Y S C O I T R D CR 933 N C O L E M A N S T HA Y S R D S PR E S T O N R D W PROSPER TRL CU S T E R R D W UNIVERSITY DR LA CIM A B L V D S C O L E M A N S T CR 5 0 CR 5 1 CR 8 3 CR 8 4 LO V E R S L N S D A L L A S P K W Y CR 8 5 4 CR 123 CR 858 CR 857 FM 1461 AMISTAD DR FM 2 4 7 8 SIBYL LN E BROADWAY ST G ENTLEWA Y W I N D I N G C R E E K R D TA L O N L N T R A ILDR CR 853 BRISTOL DR D A L L A S P K W Y B L U E F O R E S T D R RE D B U D D R KI R K W O O D L N S C R A I G R D L A K E T R A I L LN W O O D V I E W D R BE D F O R D L N A M B E R W O O D L N FA L C O N R D CR O W N C O L O N Y D R DIANNA DR W H I T L E Y P L A C E D R HIGHPOINT DR V I R G I N I A H I L L S D R FAIR OAKS LN E SEVENTH ST R H E A MILLS CIR CHANDLER CIR H A R V E S T R I D G E L N GENTLECREEKTRL VI C T O R Y W A Y MONT IC ELLO DR B R O A D M O O R L N OA K B E N D T R L PRESTONVIEW DR CEDAR SPRINGS DR TW I N L A K E S D R ST O N Y T R L WARREN DR GRI N D S T O N E D R P A C K S A DDLE TRL PRESTON C O U NTR Y L N P R E S T O N H I L L S C I R HID DE N L A K E D R VIRGINIA PKWY COL L I N C T CH A P E L H I L L D R EQ U E S T R I A N W A Y W I LLOWVIEWDR W I L L O W R I D G E D R E SECOND STMC K I N L E Y S T P E B B L E C R E E K D R B U T C H A R T D R WOODHAVEN DR CORN E T C T DAVE T R L B R IDGEPORTDR E EIGHTH ST PASEWARK CIR NEWPORT LN BEAVER TRL DOUBLE B TRL COYOTE RUN S A N J U A N AVE PHANTOM LN H I C K O R Y CREEK DR DARIAN DR ECHO DR M I S T Y M E A D O W D R NOCONA DR LON G W O O D D R TETON PL FI E L D S T N RED OAK CIR S REDWOOD CIR POST OAK CT WIN D B R O O K L N YAK DR SH A R E D D R I V E W A Y DRE X E L L N STONYBROOK DR DOOLITTLE DR YORK PL HENRY PL GREENSPOINT LN CR 26 DA L L A S P K W Y W UNIVERSITY DR W ils o n Creek D o e B r a n c h P a rvi n B r a n c h GentleCreek R u t h e r f o r d B r a n c h S t r e a m St r e a m Str e a m R u t h e r f o r d B r a n c h P a r v i n Branch S t r e a m Parvin Branch 0 3,000 SCALE IN FEET Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : P R P 1 5 6 1 1 Lo c a t i o n : T : \ W W P \ R e p o r t \ 0 4 - A p p e n d i c e s \ B - F M D a t a , S u m m a r y T a b l e s , W W C a l i b r a t i o n \ M X D \ ( F i g u r e _ B - 4 ) - I n f l o w _ I n f i l t r a t i o n _ B y _ B a s i n _ ( 8 . 5 x 1 1 ) . m x d Up d a t e d : M o n d a y , S e p t e m b e r 1 9 , 2 0 1 6 1 1 : 0 4 : 5 2 A M [q Rain Gauge !(FM Flow Monitor Normalized Inflow/Infiltration Data Unavailable Less than 2.0 gal/LF (Low I/I) 2.0 - 4.0 gal/LF (Moderate I/I) More than 4.0 gal/LF (High I/I) Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-4TOWN OF PROSPERWASTEWATER SYSTEM INFLOW/INFILTRATION BY BASINRAINFALL EVENT: APRIL 17, 2016 BASIN IDNORMALIZED I/I!I Item 9 !(FM !(FM !(FM !(FM !(FM !(FM !(FM [q [q FM-03 FM-06 FM-04 FM-05A & FM-05B FM-01 FM-02 FM-07A & FM-07B Aj Aj KªKª RG-02 RG-01 BASIN 44.10 PF BASIN 25.80 PF BASIN 33.80 PF BASIN 12.70 PF BASIN 5A4.50 PF BASIN 610.30 PF BASIN 7A2.60 PF BASIN 5B3.40 PF BASIN 7B3.20 PF CR 25 E FIRST ST E PROSPER TRL E UNIVERSITY DR N C U S T E R R D N C O I T R D CR 26 E FRONTIER PKWY SH 2 8 9 W FIRST ST W FRONTIER PKWY CO I T R D N P R E S T O N R D N D A L L A S P K W Y S C O I T R D CR 933 N C O L E M A N S T HA Y S R D S PR E S T O N R D W PROSPER TRL W UNIVERSITY DR CU S T E R R D LA CIM A B L V D CR 5 0 S C O L E M A N S T CR 5 1 CR 8 3 CR 8 4 LO V E R S L N S D A L L A S P K W Y CR 8 5 4 CR 123 AMISTAD DR FM 2 4 7 8 FM 1461 CR 858 CR 857 SIBYL LN E BROADWAY ST G ENTLEWA Y W I N D I N G C R E E K R D TA L O N L N T R A IL DR CR 853 BRISTOL DR B L U E F O R E S T D R D A L L A S P K W Y RE D B U D D R KI R K W O O D L N S C R A I G R D L A K E T R A I L LN W O O D V I E W D R BE D F O R D L N A M B E R W O O D L N FA L C O N R D CR O W N C O L O N Y D R WFIFTH ST DIANNA DR W H I T L E Y P L A C E D R HIGHPOINT DR V I R G I N I A H I L L S D R FAIR OAKS LN E SEVENTH ST R H E A MILLS CIR CHANDLER CIR H A R VE S T R I D G E L N GENTLECREEKTRL VI C T O R Y W A Y OA K B E N D T R L MON T IC ELLO DR B R O A D M O O R L N TW I N L A K E S D R PRESTONVIEW DR CEDAR SPRINGS DR ST O N Y T R L TEXA N A D R WARREN DR GR I N D S T O N E D R P A C K S A DDLE TRL P R E S T O N H I L L S C I R PRESTON C O U NTR Y L N HID DE N L A K E D R COL L I N C T CH A P E L H I L L D R EQ U E S T R I A N W A Y W I LLOWVIEWDR E FIFTH ST W I L L O W R I D G E D R E SECOND ST P E B B L E C R E E K D R MC K I N L E Y S T B U T C H A R T D R VIRGINIA PKWY WOODHAVEN DR CORN E T C T DAVE T R L B R IDGEPORTDR E EIGHTH ST S M A I N S T PASEWARK CIR NEWPORT LN BEAVER TRL DOUBLE B TRL COYOTE RUN TWIN B U T T E S D R S A N J U A N AVE PHANTOM LN H I C K O R Y CREEK DR DARIAN DR ECHO DR M I S T Y M E A D O W D R LON G W O O D D R TETON PL FI E L D S T N RED OAK CIR CIRCLE J TRL S REDWOOD CIR POST OAK CT WIN D B R O O K L N YAK DR SH A R E D D R I V E W A Y DRE X E L L N STONYBROOK DR DOOLITTLE DR YORK PL HENRY PL CR 26 W UN IV E R S I T Y D R W ils o n Creek D o e B r a n c h P a rvi n B r a n c h GentleCreek R u t h e r f o r d B r a n c h S t r e a m St r e a m S t r e a m Str e a m Parvin Branch P a r v i n Branch R u t h e r f o r d B r a n c h 0 3,000 SCALE IN FEET Cr e a t e d B y F r e e s e a n d N i c h o l s , I n c . Jo b N o . : P R P 1 5 6 1 1 Lo c a t i o n : T : \ W W P \ R e p o r t \ 0 4 - A p p e n d i c e s \ B - F M D a t a , S u m m a r y T a b l e s , W W C a l i b r a t i o n \ M X D \ ( F i g u r e _ B - 5 ) - P e a k i n g _ F a c t o r _ B y _ B a s i n _ ( 8 . 5 x 1 1 ) . m x d Up d a t e d : M o n d a y , S e p t e m b e r 1 9 , 2 0 1 6 1 1 : 0 7 : 0 7 A M [q Rain Gauge !(FM Flow Monitor Flow Monitoring Peaking Factors Less than 2.00 (Low PF) 2.00 - 4.00 (Moderate PF) Greater than 4.00 (High PF) Road Railroad Stream Lake Parcel Town Limit ETJ Boundary County Boundary FIGURE B-5TOWN OF PROSPERWASTEWATER SYSTEMPEAKING FACTORS (PF) BY BASINRAINFALL EVENT: APRIL 17, 2016 BASIN IDNORMALIZED PF!I Item 9 Ta b l e B - 1 Wa t e r , W a s t e w a t e r , a n d R o a d w a y I m p a c t F e e U p d a t e Su m m a r y o f F l o w M o n i t o r i n g D a t a - F l o w Fl o w Mo n i t o r I D Pi p e I n n e r Di a m e t e r (i n c h e s ) Av e r a g e D r y We a t h e r F l o w (1 ) (M G D ) Pe a k W e t We a t h e r F l o w (M G D ) We t W e a t h e r P e a k i n g F a c t o r (2) (P e a k W e t W e a t h e r F l o w / Av e r a g e D r y W e a t h e r F l o w ) FM - 0 1 10 0. 1 9 0. 5 0 2. 7 FM - 0 2 27 0. 1 2 0. 6 8 5. 8 FM - 0 3 15 0. 1 7 0. 6 4 3. 8 FM - 0 4 24 0. 6 9 2. 8 3 4. 1 FM - 0 5 A * 15 0. 3 0 1. 3 4 4. 5 FM - 0 5 B * 8 0. 1 7 0. 5 9 3. 4 FM - 0 5 A + F M - 0 5 B - 0. 4 7 1. 9 3 4. 1 FM - 0 6 15 0. 1 0 1. 0 2 10 . 3 FM - 0 7 A * * 10 0. 0 8 0. 2 1 2. 6 FM - 0 7 B * * 10 0. 0 7 0. 2 1 3. 2 FM - 0 7 A + F M - 0 7 B - 0. 1 4 0. 4 1 2. 9 (1 ) A v e r a g e o f d r y w e a t h e r f l o w 4 / 7 / 2 0 1 6 - 4 / 8 / 2 0 1 6 a n d 5 / 3 / 2 0 1 6 - 5 / 6 / 2 0 1 6 . (2 ) W e t w e a t h e r p e a k i n g f a c t o r s a b o v e 4 a r e c o n s i d e r e d t o b e e x c e s s i v e a n d a r e h i g h l i g h t e d i n re d . *F M - 0 5 A & F M - 0 5 B a r e i n t h e s a m e m a n h o l e . ** F M - 0 7 A & F M - 0 7 B a r e i n t h e s a m e m a n h o l e . B- 6 Item 9 Ta b l e B - 2 Wa t e r , W a s t e w a t e r , a n d R o a d w a y I m p a c t F e e U p d a t e Su m m a r y o f F l o w M o n i t o r i n g D a t a - D e p t h Fl o w Mo n i t o r I D Pi p e I n n e r Di a m e t e r (i n c h e s ) Ma x i m u m D r y We a t h e r De p t h (i n c h e s ) Ma x i m u m W e t We a t h e r De p t h (i n c h e s ) We t We a t h e r d/ D (1 ) Su r c h a r g e De p t h Ab o v e P i p e (f e e t ) Su r c h a r g e De p t h B e l o w MH R i m (2 ) (f e e t ) Field Verified Manhole Depth (feet) FM - 0 1 10 3. 7 4. 6 0. 4 6 - 25 . 1 24.7 FM - 0 2 27 5. 4 13 7 . 1 5. 0 8 9. 2 15 . 3 24.5 FM - 0 3 15 3. 4 5. 1 0. 3 4 - 24 . 3 23.5 FM - 0 4 24 9. 7 14 . 5 0 . 6 0 - 22 . 5 21.7 FM - 0 5 A * 1 5 3. 0 16 2 . 2 10 . 8 1 12 . 3 12 . 4 24.7 FM - 0 5 B * 8 3. 3 3. 6 0. 4 5 - 25 . 0 24.7 FM - 0 6 15 6. 0 15 4 . 5 10 . 3 0 11 . 6 13 . 4 25.0 FM - 0 7 A * * 10 2. 1 78 . 3 7. 8 3 5. 7 17 . 4 23.1 FM - 0 7 B * * 10 5. 6 90 . 3 9. 0 3 6. 7 16 . 4 23.1 (1 ) W e t w e a t h e r d / D r a t i o s g r e a t e r t h a n 1 a r e h i g h l i g h t e d i n re d . (2 ) S u r c h a r g e s w i t h i n 3 f e e t o f t h e m a n h o l e r i m a r e h i g h l i g h t e d i n re d . *F M - 0 5 A & F M - 0 5 B a r e i n t h e s a m e m a n h o l e . ** F M - 0 7 A & F M - 0 7 B a r e i n t h e s a m e m a n h o l e . B- 7 Item 9 Table B-3 Water, Wastewater, and Roadway Impact Fee Update Summary of Rainfall Data Rainfall Event Date Rain Gauge ID Total Rainfall Depth (inches) Duration (hours) RG-01 0.70 RG-02 0.49 Average 0.60 RG-01 0.52 RG-02 0.28 Average 0.40 RG-01 0.95 RG-02 0.74 Average 0.85 RG-01 2.63 RG-02 2.45 Average 2.54 RG-01 1.37 RG-02 1.42 Average 1.39 RG-01 0.80 RG-02 1.04 Average 0.92 RG-01 0.25 RG-02 1.43 Average 0.84 5/8/2016 12 4/26/2016 4/11/2016 4/13/2016 4/17/2016 4/20/2016 4/11/2016 6 7 12 24 6 6 B-8 Item 9 Fi g u r e B - 6 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 1 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 12 " P i p e Mi n - 2 . 1 1 i n c h e s Ma x - 4 . 5 9 i n c h e s Av g - 3 . 0 1 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0. 8 0. 9 1. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 9 M G D Ma x - 0 . 5 3 M G D Av g - 0 . 2 2 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 1 . 4 9 f t / s Ma x - 3 . 4 0 f t / s Av g - 2 . 4 6 f t / s B- 9 Item 9 Fi g u r e B - 7 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 2 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 27 " P i p e Mi n - 3 . 4 4 i n c h e s Ma x - 1 3 7 . 1 0 i n c h e s Av g - 2 0 . 8 4 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 5 M G D Ma x - 1 . 1 5 M G D Av g - 0 . 1 1 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 0 8 f t / s Ma x - 1 . 4 1 f t / s Av g - 0 . 7 0 f t / s B- 1 0 Item 9 Fi g u r e B - 8 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 3 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 14 " P i p e Mi n - 1 . 4 3 i n c h e s Ma x - 5 . 0 6 i n c h e s Av g - 2 . 5 0 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0. 8 0. 9 1. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 6 M G D Ma x - 0 . 7 7 M G D Av g - 0 . 2 2 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 1 . 3 9 f t / s Ma x - 3 . 6 3 f t / s Av g - 2 . 4 0 f t / s B- 1 1 Item 9 Fi g u r e B - 9 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 4 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 3. 5 4. 0 4. 5 5. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 24 " P i p e Mi n - 3 . 6 2 i n c h e s Ma x - 1 4 . 4 7 i n c h e s Av g - 7 . 1 5 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 3. 5 4. 0 4. 5 5. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 8 M G D Ma x - 2 . 9 4 M G D Av g - 0 . 8 8 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 7 4 f t / s Ma x - 2 . 3 4 f t / s Av g - 1 . 5 8 f t / s B- 1 2 Item 9 Fi g u r e B - 1 0 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 5 A 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 15 " P i p e Mi n - 1 . 0 7 i n c h e s Ma x - 1 6 2 . 2 0 i n c h e s Av g - 3 . 8 2 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 5 1. 0 1 .5 2. 0 2. 5 3. 0 3. 5 4. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 6 M G D Ma x - 2 . 9 0 M G D Av g - 0 . 3 8 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 16 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 1 5 f t / s Ma x - 7 . 3 6 f t / s Av g - 5 . 8 1 f t / s B- 1 3 Item 9 Fi g u r e B - 1 1 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 5 B 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 8" P i p e Mi n - 1 . 7 2 i n c h e s Ma x - 3 . 5 8 i n c h e s Av g - 2 . 3 1 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 8 M G D Ma x - 0 . 6 6 M G D Av g - 0 . 2 1 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 16 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 1 . 7 5 f t / s Ma x - 7 . 0 2 f t / s Av g - 3 . 9 7 f t / s B- 1 4 Item 9 Fi g u r e B - 1 2 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 6 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 14 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 12 " P i p e Mi n - 1 . 2 3 i n c h e s Ma x - 1 5 4 . 5 3 i n c h e s Av g - 2 3 . 3 1 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 2 0. 4 0 .6 0. 8 1. 0 1. 2 1. 4 1. 6 1. 8 2. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 3 M G D Ma x - 1 . 1 4 M G D Av g - 0 . 1 3 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 0 9 f t / s Ma x - 4 . 3 8 f t / s Av g - 1 . 3 7 f t / s B- 1 5 Item 9 Fi g u r e B - 1 3 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 7 A 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 10 " P i p e Mi n - 1 . 0 0 i n c h e s Ma x - 7 8 . 2 8 i n c h e s Av g - 2 . 5 2 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 2 M G D Ma x - 0 . 3 5 M G D Av g - 0 . 0 8 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 2. 0 4. 0 6 .0 8. 0 10 . 0 12 . 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 0 5 f t / s Ma x - 4 . 0 8 f t / s Av g - 2 . 7 1 f t / s B- 1 6 Item 9 Fi g u r e B - 1 4 Fl o w M o n i t o r D a t a Fl o w M o n i t o r I D : FM - 0 7 B 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 7. 0 8. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rain (in) D e p t h ( f t ) 10 " P i p e Mi n - 1 . 4 7 i n c h e s Ma x - 9 0 . 3 1 i n c h e s Av g - 3 . 9 5 i n c h e s 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 0. 1 0. 2 0 .3 0. 4 0. 5 0. 6 0. 7 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) F l o w ( M G D ) Mi n - 0 . 0 2 M G D Ma x - 0 . 4 9 M G D Av g - 0 . 0 7 M G D 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 0. 0 1. 0 2. 0 3 .0 4. 0 5. 0 6. 0 0 4 / 0 6 / 1 6 0 4 / 0 7 / 1 6 0 4 / 0 8 / 1 6 0 4 / 0 9 / 1 6 0 4 / 1 0 / 1 6 0 4 / 1 1 / 1 6 0 4 / 1 2 / 1 6 0 4 / 1 3 / 1 6 0 4 / 1 4 / 1 6 0 4 / 1 5 / 1 6 0 4 / 1 6 / 1 6 0 4 / 1 7 / 1 6 0 4 / 1 8 / 1 6 0 4 / 1 9 / 1 6 0 4 / 2 0 / 1 6 0 4 / 2 1 / 1 6 0 4 / 2 2 / 1 6 0 4 / 2 3 / 1 6 0 4 / 2 4 / 1 6 0 4 / 2 5 / 1 6 0 4 / 2 6 / 1 6 0 4 / 2 7 / 1 6 0 4 / 2 8 / 1 6 0 4 / 2 9 / 1 6 0 4 / 3 0 / 1 6 0 5 / 0 1 / 1 6 0 5 / 0 2 / 1 6 0 5 / 0 3 / 1 6 0 5 / 0 4 / 1 6 0 5 / 0 5 / 1 6 0 5 / 0 6 / 1 6 0 5 / 0 7 / 1 6 0 5 / 0 8 / 1 6 05/09/16 05/10/16 05/11/16 05/12/16 05/13/16 05/14/16 05/15/16 05/16/16 05/17/16 05/18/16 05/19/16 05/20/16 05/21/16 05/22/16 05/23/16Rainfall (in) V e l o c i t y ( f t / s ) Mi n - 0 . 3 3 f t / s Ma x - 2 . 2 1 f t / s Av g - 0 . 9 7 f t / s B- 1 7 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix C Water Demand and Wastewater Flow Projections Item 9 Table C-1 Summary of Water Demand Projections Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Lower Residential 2,566 -175 gpcd 0.45 3.00 1.35 2.00 2.69 Lower Non-Residential -287 750 gpd/acre 0.21 2.00 0.43 1.50 0.64 Total Lower Plane 2,566 287 -0.66 -1.78 -3.34 Upper Residential 15,234 -175 gpcd 2.67 3.00 8.00 2.00 16.00 Upper Non-Residential -374 750 gpd/acre 0.28 2.00 0.56 1.50 0.84 Total Upper Plane 15,234 374 -2.95 - 8.56 - 16.84 Total Town 17,800 661 3.61 -10.34 -20.18 Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Lower Residential 8,810 -175 gpcd 1.54 3.00 4.63 2.00 9.25 Lower Non-Residential -481 750 gpd/acre 0.36 2.00 0.72 1.50 1.08 Total Lower Plane 8,810 481 -1.90 -5.35 -10.33 Upper Residential 19,078 - 175 gpcd 3.34 3.00 10.02 2.00 20.03 Upper Non-Residential -686 750 gpd/acre 0.51 2.00 1.03 1.50 1.54 Total Upper Plane 19,078 686 -3.85 - 11.05 - 21.58 Total Town 27,888 1,167 5.76 - 16.39 - 31.91 Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Lower Residential 17,652 - 175 gpcd 3.09 3.00 9.27 2.00 18.53 Lower Non-Residential -710 750 gpd/acre 0.53 2.00 1.07 1.50 1.60 Total Lower Plane 17,652 710 -3.62 - 10.33 - 20.13 Upper Residential 23,324 - 175 gpcd 4.08 3.00 12.25 2.00 24.49 Upper Non-Residential - 1,034 750 gpd/acre 0.78 2.00 1.55 1.50 2.33 Total Upper Plane 23,324 1,034 -4.86 - 13.80 - 26.82 Total Town 40,976 1,744 8.48 - 24.13 - 46.95 Customer Base Served Population Non- residential Acres Average Day Usage Rates Avg Day Demand (MGD) Max Day/ Avg Day Ratio Max Day Demand (MGD) Peak Hour/ Max Day Ratio Peak Hour Demand (MGD) Artesia Development 8,399 - 175 gpcd 1.47 3.00 4.41 2.00 8.82 Lower Residential 39,291 - 175 gpcd 6.88 3.00 20.63 2.00 41.26 Lower Non-Residential - 2,549 750 gpd/acre 1.91 2.00 3.82 1.50 5.74 Total Lower Plane 39,291 2,549 -8.79 - 24.45 - 46.99 Upper Residential 32,804 26 175 gpcd 5.74 3.00 17.22 2.00 34.44 Upper Non-Residential - 1,807 750 gpd/acre 1.36 2.00 2.71 1.50 4.07 Total Upper Plane 32,804 1,834 -7.10 - 19.93 - 38.51 Total Town 80,494 4,382 17.35 - 48.79 - 94.32 2016 2021 2026 Buildout C-1 Item 9 Table C-2 Summary of Wastewater Flow Projections Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) UTRWD Residential 1,463 -95 gpcd 0.14 4.00 0.56 UTRWD Non-Residential -64 400 gpd/acre 0.03 4.00 0.10 Total UTRWD Basin 1,463 64 -0.16 -0.66 NTMWD Residential 14,022 -95 gpcd 1.33 4.00 5.33 NTMWD Non-Residential -596 400 gpd/acre 0.24 4.00 0.95 Total NTMWD Basin 14,022 596 -1.57 -6.28 Total Town 15,485 661 1.74 -6.94 Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) UTRWD Residential 14,971 -95 gpcd 1.42 4.00 5.69 UTRWD Non-Residential -866 400 gpd/acre 0.35 4.00 1.39 Total UTRWD Basin 14,971 866 -1.77 -7.07 NTMWD Residential 10,546 -95 gpcd 1.00 4.00 4.01 NTMWD Non-Residential -293 400 gpd/acre 0.12 4.00 0.47 Total NTMWD Basin 10,546 293 -1.12 -4.48 Total Town 25,517 1,159 2.89 -11.55 Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) UTRWD Residential 25,014 -95 gpcd 2.38 4.00 9.51 UTRWD Non-Residential -1,271 400 gpd/acre 0.51 4.00 2.03 Total UTRWD Basin 25,014 1,271 -2.88 -11.54 NTMWD Residential 13,500 -95 gpcd 1.28 4.00 5.13 NTMWD Non-Residential -465 400 gpd/acre 0.19 4.00 0.74 Total NTMWD Basin 13,500 465 -1.47 -5.87 Total Town 38,514 1,736 4.35 -17.41 Customer Base Served Population Non-residential Acres Average Day Usage Rates Average Day Flow (MGD) Wet Weather Peaking Factor Peak Wet Weather Flow (MGD) Artesia Development 8,399 -95 gpcd 0.80 4.00 3.19 UTRWD Residential 48,201 -95 gpcd 4.58 4.00 18.32 UTRWD Non-Residential -3,726 400 gpd/acre 1.49 4.00 5.96 Total UTRWD Basin 48,201 3,726 -6.87 -27.47 NTMWD Residential 23,894 -95 gpcd 2.27 4.00 9.08 NTMWD Non-Residential -656 400 gpd/acre 0.26 4.00 1.05 Total NTMWD Basin 23,894 656 -2.53 -10.13 Total Town 80,494 4,382 10.20 -40.79 2016 2021 2026 Buildout C-2 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix D Water System Project Cost Estimates Item 9 1 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 100,000$ 100,000$ 2 800 LF 120$ 96,000$ 3 440 LF 350$ 154,000$ 4 360 LF 80$ 28,800$ 378,800$ 20%75,800$ 454,600$ 12%54,600$ 509,200$ 509,200$ Pavement Repair 20" Boring and Casing September 19, 2016 Project Name:West First Street Pressure Reducing Valve & 12-inch Parallel Pipe Town of Prosper 12" WL & Appurtenances Pressure Reducing Valve Station Opinion of Probable Construction Cost DRAFT Capital Improvement Cost Estimate Construction Project Number: A pressure reducing valve between the Upper and Lower pressure planes along West First Street, and a 12-inch parallel water line along West First Street. Project Description:Vicinity Map Project Drivers: This project will reduce excess headloss in the existing 6-inch water line in this location, as well as provide an additional transfer point between the Upper and Lower Pressure Planes. Construction Project Number:Phase: SUBTOTAL: DESCRIPTION Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: CONTINGENCY Phase: Item 9 September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate Construction Project Number:Phase:3 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,300 LF 240$ 552,000$ 2 9,200 LF 200$ 1,840,000$ 3 300 LF 450$ 135,000$ 2,527,000$ 20%505,400$ 3,032,400$ 12%363,900$ 3,396,300$ 3,396,300$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: SUBTOTAL: CONTINGENCY 34" Boring and Casing Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances 20" WL & Appurtenances Project Description:Vicinity Map A 20-inch water line along West First Street / Fishtrap Road between the Dallas Parkway and Winsor Drive as well as a section of 24-inch parallel pipe along Dallas Parkway. Project Drivers: This project will begin to establish gridding and provide redundancy in the southern section of the Lower Pressure Plane. It will also provide transmission capacity to the Lower Pressure Plane Elevated Storage Tank #1. The 24-inch parallel pipe-line will reduce excessive headloss in the existing 12-inch line it parallels. Construction Project Number:Phase: Project Name:West First Street 20-inch Water Line, Dallas Parkway 24-inch Parallel Item 9 September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate Construction Project Number:Phase:5 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,700 LF 200$ 1,140,000$ 2 600 LF 120$ 72,000$ 1,212,000$ 20%242,400$ 1,454,400$ 12%174,600$ 1,629,000$ 1,629,000$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: SUBTOTAL: CONTINGENCY Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances 12" WL & Appurtenances Project Description:Vicinity Map A 20-inch water line along Dallas Parkway, extending from the intersection of Dallas Parkway and West First Street to the intersection of Dallas Parkway & West Prosper Trail. The 12-inch water line will connect to the existing 12-inch water line along West Prosper Trail. Project Drivers: This water project will begin to establish gridding the eastern portion of the Lower Pressure Plane. Construction Project Number:Phase: Project Name:Dallas Parkway 20-inch & West Prosper Trail 12-inch Water Lines Item 9 6 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 1,350,000$ 1,350,000$ 2 8,900 LF 360$ 3,204,000$ 4,554,000$ 20%910,800$ 5,464,800$ 12%655,800$ 6,120,600$ 6,120,600$ SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY DESCRIPTION Pump Station - Expans 15 MGD 36" WL & Appurtenances Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:LPP Pump Station Expansion & 36-inch Transmission Mains Project Description:Vicinity Map Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 An expansion of the Lower Pressure Plane Pump Station to 25.0 MGD Firm capacity and a 36-inch transmission main to deliver supply into the Lower Pressure Plane. Project Drivers: This project will increase the delivery capacity to the Lower Pressure Plane, and increase transmission capacity to the Elevated Storage Tank described in Project 4. Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 7 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 9,800 LF 240$ 2,352,000$ 2 2,400 LF 200$ 480,000$ 3 2,400 LF 80$ 192,000$ 3,024,000$ 20%604,800$ 3,628,800$ 12%435,500$ 4,064,300$ 4,064,300$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances 20" WL & Appurtenances Project Description:Vicinity Map A 24-inch transmission main and 20-inch parallel pipe delivering flow from the LPP Pump Station, and a 24-inch water line connecting to the 20-inch water line described in Project 3. Project Drivers: This project, in conjunction with Projects 7, will help increase delivery capacity to the Lower Pressure plane. The 20-inch parallel pipe-line will reduce excessive headloss in the existing 16-inch water line it parallels. Construction Project Number:Phase: Project Name:24-inch Transmission Main Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 8 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,500 LF 240$ 1,560,000$ 2 200 LF 500$ 100,000$ 3 6,300 LF 80$ 504,000$ 2,164,000$ 20%432,800$ 2,596,800$ 12%311,700$ 2,908,500$ 2,908,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances 36" Boring and Casing Project Name:Legacy Drive 24-inch Water Line Project Description:Vicinity Map A 24-inch water line extending from the intersection of Legacy Drive and West Prosper Trail to the intersection of Legacy Drive & West First Street. Project Drivers: This project will establish gridding in the middle of the Lower Pressure Plane and provides transmission capacity to the Lower Pressure Plane Elevated Storage Tank #2 described in Project 18. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 9 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,300 LF 200$ 1,260,000$ 2 6,300 LF 80$ 504,000$ 1,764,000$ 20%352,800$ 2,116,800$ 12%254,100$ 2,370,900$ 2,370,900$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances Pavement Repair Project Name:West Prosper Trail 20-inch Water Line Project Description:Vicinity Map A 20-inch water line extending from the intersection of West Prosper Trail and Dallas Parkway to the intersection of Legacy Drive & West Prosper Trail. Project Drivers: This project will establish gridding and provide redundancy in the middle of the Lower Pressure Plane, and provides transmission capacity to the Lower Pressure Plane Elevated Storage Tank #2 described in Project 18. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 10 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 12,500 LF 120$ 1,500,000$ 2 12,500 LF 80$ 1,000,000$ 2,500,000$ 20%500,000$ 3,000,000$ 12%360,000$ 3,360,000$ 3,360,000$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:Dallas Parkway / Frontier Parkway 12-inch Water Line Project Description:Vicinity Map A 12-inch water line along Dallas Parkway and Frontier Parkway. Project Drivers: This project will to help establish gridding in the eastern portion of the Lower Pressure Plane, as well as provide redundancy to and help maintain pressures in the Frontier Park neighborhood. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 11 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,100 LF 120$ 852,000$ 2 7,100 LF 80$ 568,000$ 1,420,000$ 20%284,000$ 1,704,000$ 12%204,500$ 1,908,500$ 1,908,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:First Street 12-inch Water Line Project Description:Vicinity Map A 12-inch waterline extending from the intersection of West First Street and South McKinney Street to the intersection of East First Street & South Craig Road, then following a portion of South McKinney Street. Project Drivers: This project provides looping and redundancy in the Upper Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 12 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,800 LF 200$ 1,360,000$ 2 6,800 LF 80$ 544,000$ 1,904,000$ 20%380,800$ 2,284,800$ 12%274,200$ 2,559,000$ 2,559,000$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances Pavement Repair Project Name:Preston Road 20-inch Water Line Project Description:Vicinity Map A 20-inch parallel pipeline extending from the intersection of South Preston Road and East University Drive to the intersection of South Preston Road & East First Street. Project Drivers: This project provides transmission capacity to the Preston EST and the Upper Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 13 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,300 LF 200$ 1,460,000$ 2 300 LF 450$ 135,000$ 3 7,000 LF 80$ 560,000$ 2,155,000$ 20%431,000$ 2,586,000$ 12%310,400$ 2,896,400$ 2,896,400$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 20" WL & Appurtenances 34" Boring and Casing Project Name:Goodhope Road 20-inch Water Line Project Description:Vicinity Map A 20-inch extending from the intersection of Goodhope Road and Prosper Road to the intersection of Goodhope Road & Fishtrap Road. Project Drivers: This project helps complete looping in the middle of the Lower Pressure Plane., and provides transmission capacity to the Lower Pressure Plane Elevated Storage Tank #2 described in Project 18. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 14 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,600 LF 240$ 1,824,000$ 2 7,600 LF 80$ 608,000$ 2,432,000$ 20%486,400$ 2,918,400$ 12%350,300$ 3,268,700$ 3,268,700$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 24" WL & Appurtenances Pavement Repair Project Name:Prosper Road 24-inch Waterline Project Description:Vicinity Map A 24-inch waterline extending from the intersection of Prosper Road and Legacy Drive to the intersection of Prosper Road & Teel Parkway. Project Drivers: This project helps complete looping in the middle of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 15 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 160$ 928,000$ 928,000$ 20%185,600$ 1,113,600$ 12%133,700$ 1,247,300$ 1,247,300$ SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY DESCRIPTION 16" WL & Appurtenances Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:Railroad 16-inch Water Line (UPP) Project Description:Vicinity Map Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 A 16-inch waterline parallelling the railroad in the Upper Pressure Plane. Project Drivers: This project completes looping in the Upper Pressure Plane and will help supply projected non-residential development. Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 16 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 630,000$ 630,000$ 2 1 LS 50,000$ 50,000$ 3 1 LS 50,000$ 50,000$ 730,000$ 20%146,000$ 876,000$ 12%105,200$ 981,200$ 981,200$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Upgrade Meter Opinion of Probable Construction Cost DESCRIPTION Pump Station - Expans 7 MGD Generator Project Description:Vicinity Map An expansion of the Upper Pressure Plane Pump Station to 25.0 MGD firm capacity. Project Drivers: This project will increase the delivery capacity to the Upper Pressure Plane and support projected growth. Construction Project Number:Phase: Project Name:Expand UPP Pump Station to 25.0 MGD Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 17 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 8,100 LF 120$ 972,000$ 2 300 LF 350$ 105,000$ 3 7,800 LF 80$ 624,000$ 1,701,000$ 20%340,200$ 2,041,200$ 12%245,000$ 2,286,200$ 2,286,200$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Project Name:East University Drive / FM 1385 12-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the intersection of East University Drive and Gee Road to the intersection of East University Road & FM 1385. Project Drivers: This project completes looping in the south western portion of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 18 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 4,800,000$ 4,800,000$ 4,800,000$ 20%960,000$ 5,760,000$ 12%691,200$ 6,451,200$ 6,451,200$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 6.0 MG Ground Storage Tank Project Name:LPP Pump Station Ground Storage Tank #2 Project Description:Vicinity Map A second 6 million ground storage tank at the new Lower Pressure Plane Pump Station. Project Drivers: This project will increase the delivery capacity to the Lower Pressure Plane as well as increase storage capacity, supporting projected growth. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 19 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 4,450,000$ 4,450,000$ 2 1,100 LF 240$ 264,000$ 4,714,000$ 20%942,800$ 5,656,800$ 12%678,900$ 6,335,700$ 6,335,700$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 2.5 MG Elevated Storage Tank 24" WL & Appurtenances Project Name:Lower Pressure Plane Elevated Storage Tank #2 Project Description:Vicinity Map A 2.5 million gallon elevated storage tank serving the Lower Pressure Plane. Project Drivers: This project will provide elevated storage, fire flow volume, and help maintain pressure in the Lower Pressure Plane during peak hour demands. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 20 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 120$ 696,000$ 696,000$ 20%139,200$ 835,200$ 12%100,300$ 935,500$ 935,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Project Name:Railroad 12-inch Water Line (LPP) Project Description:Vicinity Map A 12-inch water line parallelling the railroad in the Lower Pressure Plane. Project Drivers: This project completes looping in the Lower Pressure Plane and will help supply projected non-residential development. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 21 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,100 LF 120$ 852,000$ 2 7,100 LF 80$ 568,000$ 1,420,000$ 20%284,000$ 1,704,000$ 12%204,500$ 1,908,500$ 1,908,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:FM 1385 12-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the intersection of FM 1385 and Dove Circle to the intersection of FM 1385 & Parvin Road. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 22 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,400 LF 160$ 544,000$ 2 8,900 LF 120$ 1,068,000$ 3 200 LF 350$ 70,000$ 4 12,100 LF 80$ 968,000$ 2,650,000$ 20%530,000$ 3,180,000$ 12%381,600$ 3,561,600$ 3,561,600$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: 20" Boring and Casing Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances 12" WL & Appurtenances Project Name:Frontier Parkway / Legacy Drive 12/16-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the intersection of Frontier Parkway and Dallas Parkway to the intersection of Frontier Parkway & Legacy Drive, then following Legacy drive to its intersection with West Prosper Trail. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 23 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 8,200 LF 120$ 984,000$ 2 300 LF 350$ 105,000$ 3 7,900 LF 80$ 632,000$ 1,721,000$ 20%344,200$ 2,065,200$ 12%247,900$ 2,313,100$ 2,313,100$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Project Name:Parvin Road 12-inch Water Line Project Description:Vicinity Map The first section of 12-inch water line extending from the intersection of Parvin Road and Legacy Drive to Teel Parkway. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 24 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 11,900 LF 120$ 1,428,000$ 2 200 LF 350$ 70,000$ 3 11,700 LF 80$ 936,000$ 2,434,000$ 20%486,800$ 2,920,800$ 12%350,500$ 3,271,300$ 3,271,300$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Pavement Repair Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances 20" Boring and Casing Project Name:Parvin Road 12-inch Water Line Project Description:Vicinity Map A 12-inch water line extending from the terminus of the 12-inch water line described in Project 24, along Parvin Road to the intersection of Parvin Road and FM 1385. Project Drivers: This project helps complete looping around the perimeter of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 25 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1 LS 1,350,000$ 1,350,000$ 1,350,000$ 20%270,000$ 1,620,000$ 12%194,400$ 1,814,400$ 1,814,400$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION Pump Station - Expans 15 MGD Project Name:LPP Pump Station Expansion Project Description:Vicinity Map An expansion of the Lower Pressure Plane Pump Station to 40.0 MGD firm capacity. Project Drivers: This project will increase the delivery capacity to the Lower Pressure Plane, supporting projected growth. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 26 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 160$ 928,000$ 2 5,800 LF 80$ 464,000$ 1,392,000$ 20%278,400$ 1,670,400$ 12%200,500$ 1,870,900$ 1,870,900$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances Pavement Repair Project Name:North Preston Road 16-inch Water Line Project Description:Vicinity Map A 16-inch water line extending from the intersection of North Preston Road and West Prosper Trail to the intersection of North Preston Road & Frontier Parkway. Project Drivers: This project helps maintain pressures in the Upper Pressure Plane during peak hour demands. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 27 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,200 LF 160$ 512,000$ 2 300 LF 400$ 120,000$ 632,000$ 20%126,400$ 758,400$ 12%91,100$ 849,500$ 849,500$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 16" WL & Appurtenances 30" Boring and Casing Project Name:16-inch Water Line Project Description:Vicinity Map A 16-inch water line extending from the intersection of the Teel Parkway and Prosper Road to the 12-inch water line described in Project 24. Project Drivers: This project will complete looping in the middle of the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 28 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,000 LF 120$ 720,000$ 720,000$ 20%144,000$ 864,000$ 12%103,700$ 967,700$ 967,700$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Project Name:Railroad 12-inch Water Line (LPP) Project Description:Vicinity Map A 12-inch water line along the railroad in the Lower Pressure Plane connecting the existing 12-inch water lines along West Prosper Trail and West First Street. Project Drivers: This project will complete looping in the Lower Pressure Plane. Construction Project Number:Phase: Item 9 Construction Project Number:Phase: Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 29 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,200 LF 120$ 504,000$ 2 4,200 LF 80$ 336,000$ 840,000$ 20%168,000$ 1,008,000$ 12%121,000$ 1,129,000$ 1,129,000$ ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: Opinion of Probable Construction Cost DESCRIPTION 12" WL & Appurtenances Pavement Repair Project Name:Preston Road 12-inch Water Line Project Description:Vicinity Map A 12" water line originating at the intersection of West Prosper Trail and Cot Road, extending ~4,200ft east along Preston Road. Project Drivers: This project helps maintain pressures in the Upper Pressure Plane during peak hour demands. Construction Project Number:Phase: Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix E Wastewater System Project Cost Estimates Item 9 1 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 700 LF 320$ 224,000$ 2 2,500 LF 290$ 725,000$ 3 5,200 LF 260$ 1,352,000$ 4 500 LF 500$ 250,000$ 5 22 EA 10,000$ 220,000$ 6 1 LS 200,000$ 200,000$ 2,971,000$ 20%594,200$ 3,565,200$ 12%427,900$ 3,993,100$ 3,993,100$ Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: CONTINGENCY Phase: A 21/24-inch interceptor conveying flow from the existing WWTP Lift Station to the 30-inch interceptor under design in Basin 8. Project Description:Vicinity Map Project Drivers: This project will capture flow to the existing WWTP Lift Station, which lacks capacity to serve the projected growth in Basins 1, 2, 6, and 7. This project increases flow to the UTRWD Doe Branch WWTP in accordance the 2014 Wastewater Service Study by FNI. Construction Project Number:Phase: SUBTOTAL: DESCRIPTION Decommission Lift Station 60" Diameter Manhole 36" Boring and Casing 21" Pipe 8- 16 feet deep September 19, 2016 Project Name:21/24-inch Interceptor from Existing WWTP Lift Station Town of Prosper 24" Pipe 8- 16 feet deep 24" Pipe > 16 feet deep Opinion of Probable Construction Cost DRAFT Capital Improvement Cost Estimate Construction Project Number: E-1 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 2 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,200 LF 100$ 320,000$ 2 8 EA 7,500$ 60,000$ 3 200 LF 350$ 70,000$ 450,000$ 20%90,000$ 540,000$ 12%64,800$ 604,800$ 604,800$ Estimated Project Total: SUBTOTAL: 10" Pipe < 8 feet deep A 10-inch trunk line in Basin 2 originating north of Prosper Trail connecting to the existing 18-inch interceptor on Coleman Street. Project Drivers: This project will serve projected residential growth in this area. Project Name:New 10 inch Prosper Trail Trunk Line to Grove Lane Phase: CONTINGENCY Opinion of Probable Construction Cost DESCRIPTION 20" Boring and Casing 48" Diameter Manhole Project Description:Vicinity Map Construction Project Number: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-2 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 3 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,500 LF 100$ 250,000$ 2 1,700 LF 120$ 204,000$ 3 10 EA 7,500$ 75,000$ 4 200 LF 350$ 70,000$ 599,000$ 20%119,800$ 718,800$ 12%86,300$ 805,100$ 805,100$ Construction Project Number:Phase: Project Name:North Rutherford Branch Creek 10-inch Trunk Line Opinion of Probable Construction Cost DESCRIPTION 10" Pipe < 8 feet deep 10" Pipe 8- 16 feet deep Project Description:Vicinity Map A 10-inch interceptor in Basin 4 north of Rutherford Branch Creek near CR 933. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. SUBTOTAL: CONTINGENCY 48" Diameter Manhole 20" Boring and Casing Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-3 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 4 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,300 LF 120$ 396,000$ 2 11 EA 7,500$ 82,500$ 3 1 LS 75,000$ 75,000$ 553,500$ 20%110,700$ 664,200$ 12%79,800$ 744,000$ 744,000$ Construction Project Number:Phase: Project Name:Prestonwood 12-inch Interceptor & Lift Station Decommissioning Opinion of Probable Construction Cost DESCRIPTION 12" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map A 12-inch interceptor in Basin 7 conveying flow from the Prestonwood Baptist Church Lift Station to the 24-inch interceptor under design. This project will also decommission the existing lift station at the Prestonwood Baptist Church. Project Drivers: This project will replace the existing Prestonwood Baptist Church Lift Station and helps maximize flow to the UTRWD Doe Branch WWTP in accordance the 2014 Wastewater Service Study by FNI. SUBTOTAL: CONTINGENCY Decommission Lift Station Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-4 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 5 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,600 LF 180$ 648,000$ 2 1,200 LF 140$ 168,000$ 3 3,200 LF 120$ 384,000$ 4 25 EA 7,500$ 187,500$ 1,387,500$ 20%277,500$ 1,665,000$ 12%199,800$ 1,864,800$ 1,864,800$ Construction Project Number:Phase: Project Name:University Drive 12/15-inch Interceptor Opinion of Probable Construction Cost DESCRIPTION 15" Pipe 8- 16 feet deep 12" Pipe 8- 16 feet deep Project Description:Vicinity Map A 12/15-inch interceptor in Basin 8 north of University Drive & west of Teel Parkway. Project Drivers: This project will serve projected residential & non-residential growth in this area, conveying flow to UTRWD. SUBTOTAL: CONTINGENCY 12" Pipe < 8 feet deep 48" Diameter Manhole Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-5 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 6 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1,700 LF 100$ 170,000$ 2 500 LF 120$ 60,000$ 3 6 EA 7,500$ 45,000$ 275,000$ 20%55,000$ 330,000$ 12%39,600$ 369,600$ 369,600$ Construction Project Number:Phase: Project Name:First Street 10-inch Trunk Line to Existing 21-inch Interceptor Opinion of Probable Construction Cost DESCRIPTION 10" Pipe < 8 feet deep 10" Pipe 8- 16 feet deep Project Description:Vicinity Map A 10-inch interceptor in Basin 4 originating south of East First Street & conveying flow to the 21-inch interceptor to the north. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. SUBTOTAL: CONTINGENCY 48" Diameter Manhole Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-6 Item 9 Construction Project Number:Phase: September 19, 2016 Town of Prosper DRAFT Capital Improvement Cost Estimate 7 2021 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 9,600 LF 100$ 960,000$ 2 30 EA 7,500$ 225,000$ 1,185,000$ 20%237,000$ 1,422,000$ 12%170,700$ 1,592,700$ 1,592,700$ Construction Project Number:Phase: Project Name:Future Town Center 10-inch Trunk Lines Opinion of Probable Construction Cost DESCRIPTION 10" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map Two 10-inch interceptors in Basin 8, both originating in the Future Town Center area & connecting to the 15/18-inch interceptor currently under design. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. SUBTOTAL: CONTINGENCY Estimated Project Total: SUBTOTAL: ENG/SURVEY SUBTOTAL: E-7 Item 9 8 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 400 LF 120$ 48,000$ 2 1,800 LF 100$ 180,000$ 3 6 EA 7,500$ 45,000$ 273,000$ 20%54,600$ 327,600$ 12%39,400$ 367,000$ 367,000$ Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 A 10-inch interceptor in Basin 4, south of Rutherford Branch Creek. Project Drivers: This project will serve projected residential growth in this area, conveying flow to NTMWD. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:South Rutherford Branch Creek 10-inch Trunk Line Project Description:Vicinity Map DESCRIPTION 10" Pipe 8- 16 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY E-8 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:9 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,600 LF 100$ 660,000$ 2 23 EA 7,500$ 172,500$ 832,500$ 20%166,500$ 999,000$ 12%119,900$ 1,118,900$ 1,118,900$ Construction Project Number:Phase: Project Name:Legacy Drive 10-inch Trunk Lines 10" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map Two 10-inch interceptors in Basin 8, one orignating north of Fishtrap Road near Legacy Drive & the other originating south of Fishtrap Road near Legacy Drive, both connecting to the 36-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-9 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:10 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 5,800 LF 100$ 580,000$ 2 20 EA 7,500$ 150,000$ 730,000$ 20%146,000$ 876,000$ 12%105,200$ 981,200$ 981,200$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:New 10-inch Trunk Lines to Under-Design 12/18/21/24/27/30-inch Interceptor Project Description:Vicinity Map Two 10-inch interceptors in Basin 8, one orignating north of West First Street & the other originating south of West First Street , both connecting to the 30-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-10 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:11 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 8,100 LF 320$ 2,592,000$ 2 18 EA 10,000$ 180,000$ 2,772,000$ 20%554,400$ 3,326,400$ 12%399,200$ 3,725,600$ 3,725,600$ Construction Project Number:Phase: 27" Pipe 8- 16 feet deep 60" Diameter Manhole Project Name:Doe Branch Creek 27-inch Interceptor Project Description:Vicinity Map A 27-inch interceptor along Doe Branch Creek in Basin 7 north of Fishtrap Road and west of Teel Parkway. Project Drivers: This project is the first section of the primary interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-11 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:12 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 900 LF 320$ 288,000$ 2 5,000 LF 290$ 1,450,000$ 3 1,800 LF 260$ 468,000$ 4 900 LF 280$ 252,000$ 5 1,500 LF 260$ 390,000$ 6 18 EA 10,000$ 180,000$ 3,028,000$ 20%605,600$ 3,633,600$ 12%436,100$ 4,069,700$ 4,069,700$ Construction Project Number:Phase: 24" Pipe > 16 feet deep 24" Pipe 8- 16 feet deep Project Name:Doe Branch Creek 21/24-inch Interceptor Project Description:Vicinity Map A 21/24-inch interceptor along Doe Branch Creek in Basin 7, north of Prosper Road & west of Legacy Drive. Project Drivers: This project is the second section of the primary interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. 24" Pipe < 8 feet deep 21" Pipe > 16 feet deep 21" Pipe 8- 16 feet deep 60" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-12 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:13 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 7,100 LF 220$ 1,562,000$ 2 3,000 LF 200$ 600,000$ 3 21 EA 10,000$ 210,000$ 4 1 LS 150,000$ 150,000$ 2,522,000$ 20%504,400$ 3,026,400$ 12%363,200$ 3,389,600$ 3,389,600$ Construction Project Number:Phase: 18" Pipe 8- 16 feet deep 18" Pipe < 8 feet deep Project Name:Lakes of Prosper 18-inch Interceptor & Lift Station Decommissioning Project Description:Vicinity Map An 18-inch interceptor originating at the existing Lakes of Prosper Lift Station, & connecting to the 21-inch interceptor described in Project 12. Project Drivers: This project is the third section of the primary interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. This project will also decommission the existing Lakes of Prosper lift station. 60" Diameter Manhole Decommission Lift Station Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-13 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:14 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,600 LF 160$ 576,000$ 2 3,400 LF 140$ 476,000$ 3 2,100 LF 120$ 252,000$ 4 1,800 LF 100$ 180,000$ 5 30 EA 7,500$ 225,000$ 1,709,000$ 20%341,800$ 2,050,800$ 12%246,100$ 2,296,900$ 2,296,900$ Construction Project Number:Phase: 15" Pipe < 8 feet deep 12" Pipe 8- 16 feet deep Project Name:Prosper Road 10/12/15-inch Interceptor & 10-inch Trunk Line Project Description:Vicinity Map A 10/12/15-inch interceptor south of Prosper Road and east of Teel Parkway, and a 10-inch trunk line connecting to it. Project Drivers: This project is the second interceptor in Basin 7. It will serve projected residential & non-residential development in Basin 7, conveying flow to UTRWD. 10" Pipe 8- 16 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-14 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:15 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,700 LF 100$ 370,000$ 2 9 EA 7,500$ 67,500$ 437,500$ 20%87,500$ 525,000$ 12%63,000$ 588,000$ 588,000$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Prosper Trail 10-inch Trunk Line Project Description:Vicinity Map A 10-inch Interceptor originating south of Prosper Trail & west of Dallas Parkway, connecting to the 18-inch interceptor described in Project 13. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-15 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:16 2026 ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 1,200 LF 120$ 144,000$ 2 3,400 LF 100$ 340,000$ 3 12 EA 7,500$ 90,000$ 574,000$ 20%114,800$ 688,800$ 12%82,700$ 771,500$ 771,500$ Construction Project Number:Phase: 12" Pipe < 8 feet deep 10" Pipe < 8 feet deep Project Name:Legacy Drive 10/12--inch Trunk Line Project Description:Vicinity Map A 10/12-inch trunk line originating north of Prosper Trail & east of Legacy Drive, connecting to the 21-inch interceptor described in Project 12. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. 48" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-16 Item 9 17 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,600 LF 120$ 432,000$ 2 2,300 LF 100$ 230,000$ 3 16 EA 7,500$ 120,000$ 782,000$ 20%156,400$ 938,400$ 12%112,700$ 1,051,100$ 1,051,100$ Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 A 10/12-inch interceptor in Sub Basin 3 originating near the BNSF railway & conveying flow to the 18-inch interceptor currently under design. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost Construction Project Number:Phase: Project Name:University Drive & Dallas Parkway 10/12-inch Interceptor Project Description:Vicinity Map DESCRIPTION 12" Pipe < 8 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole SUBTOTAL: Estimated Project Total: Construction Project Number:Phase: SUBTOTAL: CONTINGENCY SUBTOTAL: ENG/SURVEY E-17 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:18 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,100 LF 100$ 410,000$ 2 10 EA 7,500$ 75,000$ 485,000$ 20%97,000$ 582,000$ 12%69,900$ 651,900$ 651,900$ Construction Project Number:Phase: Project Name:Glenbrooke 10-inch Interceptor 10" Pipe < 8 feet deep 48" Diameter Manhole Project Description:Vicinity Map A 10-inch interceptor north of the Glenbrooke subdivision conveying flow to UTRWD. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-18 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:19 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 2,000 LF 120$ 240,000$ 2 2,700 LF 100$ 270,000$ 3 11 EA 7,500$ 82,500$ 4 200 LF 350$ 70,000$ 662,500$ 20%132,500$ 795,000$ 12%95,400$ 890,400$ 890,400$ Construction Project Number:Phase: 12" Pipe < 8 feet deep 10" Pipe < 8 feet deep Project Name:Noles Road 10/12-inch Interceptor Project Description:Vicinity Map A 10/12-inch interceptor west of Noles Road conveying flow to UTRWD. Project Drivers: This project will serve projected residential growth in this area, conveying flow to UTRWD. 48" Diameter Manhole 20" Boring and Casing Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-19 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:20 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,200 LF 100$ 420,000$ 2 10 EA 7,500$ 75,000$ 495,000$ 20%99,000$ 594,000$ 12%71,300$ 665,300$ 665,300$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:FM 1385 10-inch Interceptor Project Description:Vicinity Map A 10-inch Interceptor originating south of Parvin Road & east of FM 1385, connecting to the UTRWD Doe Branch Interceptor. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-20 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:21 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 3,800 LF 100$ 380,000$ 2 9 EA 7,500$ 67,500$ 447,500$ 20%89,500$ 537,000$ 12%64,500$ 601,500$ 601,500$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Parvin Road 10-inch Interceptor Project Description:Vicinity Map A 10-inch Interceptor originating near Parvin Road east of FM 1385, connecting to the UTRWD Doe Branch Interceptor. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-21 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:22 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 4,100 LF 100$ 410,000$ 2 10 EA 7,500$ 75,000$ 485,000$ 20%97,000$ 582,000$ 12%69,900$ 651,900$ 651,900$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Private Road 10-inch Interceptor Project Description:Vicinity Map A 10-inch Interceptor originating near Parvin Road & connecting to the UTRWD Doe Branch Interceptor. Project Drivers: This project will serve projected non-residential growth in this area, conveying flow to UTRWD. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-22 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:23 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 600 LF 200$ 120,000$ 2 600 LF 180$ 108,000$ 3 1,200 LF 160$ 192,000$ 4 2,200 LF 160$ 352,000$ 5 800 LF 140$ 112,000$ 6 1,200 LF 120$ 144,000$ 7 9,900 LF 100$ 990,000$ 8 30 EA 7,500$ 225,000$ 9 2,800 LF 80$ 224,000$ 2,467,000$ 20%493,400$ 2,960,400$ 12%355,300$ 3,315,700$ 3,315,700$ Construction Project Number:Phase: 15" Pipe > 16 feet deep 15" Pipe 8- 16 feet deep Project Name:Wilson Creek 10/12/15-inch Interceptor & 10" Trunk Lines; 10" Interceptors Project Description:Vicinity Map A 10/12/15-inch interceptor in the north eastern part of Basin 3 along with three 10-inch trunk lines connecting to it. This project also includes a separate 10-inch trunk line in other parts in the north western area of Basin 3. Project Drivers: This project will facilitate the conversion of existing septic systems to city wastewater service. 15" Pipe < 8 feet deep 12" Pipe > 16 feet deep 10" Pipe > 16 feet deep 10" Pipe 8- 16 feet deep 10" Pipe < 8 feet deep 48" Diameter Manhole Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: Pavement Repair SUBTOTAL: CONTINGENCY SUBTOTAL: E-23 Item 9 Town of Prosper DRAFT Capital Improvement Cost Estimate September 19, 2016 Construction Project Number:Phase:24 Buildout ITEM QUANTITY UNIT UNIT PRICE TOTAL 1 6,000 LF 100$ 600,000$ 2 19 EA 7,500$ 142,500$ 742,500$ 20%148,500$ 891,000$ 12%107,000$ 998,000$ 998,000$ Construction Project Number:Phase: 10" Pipe < 8 feet deep 48" Diameter Manhole Project Name:Sub Basin 4 10-inch Interceptors Project Description:Vicinity Map Two 10-inch interceptors in Basin 4. Project Drivers: This project will facilitate the conversion of existing septic systems to city wastewater service. Opinion of Probable Construction Cost DESCRIPTION ENG/SURVEY SUBTOTAL: Estimated Project Total: SUBTOTAL: CONTINGENCY SUBTOTAL: E-24 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix F Roadway Project Cost Estimates Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n 28-Dec-08 Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n Ro a d w a y P r o j e c t C o s t s Total Project Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a En g i n e e r i n g R O W C o n s t r u c t i o n Cost 52 8 0 1/ X 1- A FM 1 3 8 5 US 3 8 0 Ge e R d Ne w 0. 9 4 50 % $1 0 1 , 7 7 0 $0 $5 0 8 , 8 5 0 $610,620 1/ X 1- B FM 1 3 8 5 Ge e R d Pa r v i n R d Ne w 1. 3 9 50 % $1 5 0 , 0 5 8 $8 8 , 2 0 0 $7 5 0 , 2 9 0 $988,548 1 1- C a Ge e R d US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 6 10 0 % $1 6 0 , 0 0 0 $0 $ 2 , 1 2 0 , 0 0 0 $2,280,000 1 1- C b Ge e R d US 3 8 0 Fi s h T r a p R d Ne w 0. 7 6 10 0 % $6 5 2 , 0 4 0 $0 $ 3 , 2 6 0 , 2 0 0 $3,912,240 1 1- C c Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % $0 $0 $ 2 , 3 1 7 , 0 0 0 $2,317,000 1 1- C d Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % $6 9 5 , 2 6 0 $0 $ 3 , 4 7 6 , 3 0 0 $4,171,560 1 1- D a Te e l P k w y US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 3 10 0 % $1 0 6 , 0 0 0 $0 $ 1 , 2 1 2 , 0 0 0 $1,318,000 1 1- D b Te e l P k w y US 3 8 0 Fi s h T r a p R d Ne w 0. 7 3 10 0 % $5 5 6 , 3 4 0 $ 2 2 6 , 8 0 0 $ 2 , 7 8 1 , 7 0 0 $3,564,840 1/ X 1- E a Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l R e c o u p 0. 7 5 50 % $0 $0 $ 1 , 3 0 0 , 0 0 0 $1,300,000 1/ X 1- E b Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l N e w 0. 7 5 50 % $4 1 6 , 6 2 0 $0 $ 2 , 0 8 3 , 1 0 0 $2,499,720 1/ X 1- E c Te e l P k w y 26 8 0 ' S o f P r o s p e r T r l 1 7 0 5 ' S o f P r o s p e r T r l N e w 0. 1 8 50 % $1 0 0 , 8 8 0 $5 8 , 5 0 0 $5 0 4 , 4 0 0 $663,780 1 1- F Te e l P k w y 17 0 5 ' S o f P r o s p e r T r l P r o s p e r T r l Ne w 0. 3 2 10 0 % $3 5 0 , 1 2 0 $ 2 0 4 , 6 0 0 $ 1 , 7 5 0 , 6 0 0 $2,305,320 1 1- G Te e l P k w y Pr o s p e r T r l Pa r v i n R d Ne w 0. 5 4 10 0 % $6 4 1 , 7 6 0 $ 6 8 2 , 8 0 0 $ 3 , 2 0 8 , 8 0 0 $4,533,360 1 1- H a Le g a c y D r US 3 8 0 Pr a i r i e D r Re c o u p 0. 3 9 10 0 % $0 $0 $9 6 9 , 0 0 0 $969,000 1 1- H b Le g a c y D r US 3 8 0 Pr a i r i e D r Ne w 0. 3 9 10 0 % $3 3 6 , 9 8 0 $0 $ 1 , 6 8 4 , 9 0 0 $2,021,880 1 1- H c Le g a c y D r Pr a i r i e D r Fi s h T r a p R d Ne w 0. 6 0 10 0 % $7 0 2 , 5 4 0 $ 7 5 6 , 0 0 0 $ 3 , 5 1 2 , 7 0 0 $4,971,240 1 1- I Le g a c y D r Fi s h T r a p R d Ex . P a r v i n R d Ne w 1. 6 8 10 0 % $ 1 , 8 0 9 , 0 8 0 $ 1 , 0 6 3 , 8 0 0 $ 9 , 0 4 5 , 4 0 0 $ 1 1 , 9 1 8 , 2 8 0 1/ X 1- J Le g a c y D r Ex . P a r v i n R d Fr o n t i e r P k w y Ne w 0. 4 6 50 % $2 5 0 , 6 1 0 $ 1 4 7 , 3 0 0 $ 1 , 2 5 3 , 0 5 0 $1,650,960 1 1- K DN T E C o l l e c t o r US 3 8 0 13 2 0 ' S o f F i s h T r a p R d N e w 0. 7 7 10 0 % $3 9 2 , 8 8 0 $ 4 8 4 , 8 0 0 $ 1 , 9 6 4 , 4 0 0 $2,842,080 1 1- L DN T E C o l l e c t o r 13 2 0 ' S o f F i s h T r a p R d F i s h T r a p R d Ne w 0. 2 5 10 0 % $1 2 9 , 5 4 0 $ 1 0 5 , 6 0 0 $6 4 7 , 7 0 0 $882,840 1 1- M a Co o k L n F i s h T r a p R d 1 3 2 0 ' S o f P r o s p e r T r l N e w 0. 7 5 10 0 % $0 $0 $ 1 , 5 5 0 , 0 0 0 $1,550,000 1 1- M b DN T E C o l l e c t o r Pr o s p e r T r l Fr o n t i e r P k w y Ne w 1. 0 0 10 0 % $5 1 2 , 0 4 0 $ 6 3 6 , 0 0 0 $ 2 , 5 6 0 , 2 0 0 $3,708,240 1/ X 1- N Pa r v i n R d FM 1 3 8 5 36 8 0 ' E o f T e e l P k w y N e w 2. 4 4 50 % $6 7 1 , 9 4 0 $ 3 8 6 , 2 5 0 $ 3 , 3 5 9 , 7 0 0 $4,417,890 1/ X 1- O Fr o n t i e r P k w y / F M 1 4 6 1 L e g a c y D r DN T Ne w 1. 0 8 50 % $3 0 6 , 7 3 0 $ 1 7 1 , 3 0 0 $ 1 , 5 3 3 , 6 5 0 $2,011,680 1/ X 1- P Fr o n t i e r P k w y / F M 1 4 6 1 D N T BN S F R R Ne w 1. 0 9 50 % $0 $0 $ 1 , 8 3 3 , 0 0 0 $1,833,000 1 1- Q Pr o s p e r T r l T e e l P k w y 36 6 0 ' E o f T e e l P k w y N e w 0. 6 9 10 0 % $5 8 0 , 6 6 0 $ 2 1 9 , 6 0 0 $ 2 , 9 0 3 , 3 0 0 $3,703,560 1 1- R E- W C o l l e c t o r DN T DN T E C o l l e c t o r Ne w 0. 4 8 10 0 % $0 $0 $8 0 0 , 0 0 0 $800,000 1/ X 1- S Pr o s p e r T r l 2 1 1 0 ' W o f L e g a c y D r 1 6 0 0 ' W o f L e g a c y D r N e w 0. 1 0 50 % $4 1 , 8 4 0 $3 0 , 6 0 0 $2 0 9 , 2 0 0 $281,640 1 1- T Pr o s p e r T r l 1 6 0 0 ' W o f L e g a c y D r D N T N e w 1. 3 9 10 0 % $ 1 , 1 6 9 , 0 0 0 $ 8 8 3 , 8 0 0 $ 5 , 8 4 5 , 0 0 0 $7,897,800 1 1- U Pr o s p e r T r l D N T BN S F R R Re c o u p 0. 8 4 10 0 % $0 $0 $ 1 , 1 4 8 , 7 5 2 $1,148,752 1 1- V a Fi s h T r a p R d Ge e R d Te e l P k w y Ne w 1. 2 2 10 0 % $7 8 0 , 5 4 0 $ 3 2 1 , 0 0 0 $ 3 , 9 0 2 , 7 0 0 $5,004,240 1 1- V b Fi s h T r a p R d Ge e R d Te e l P k w y Re c o u p 1. 2 2 10 0 % $1 4 0 , 0 0 0 $0 $ 2 , 7 2 6 , 0 0 0 $2,866,000 1/ X 1- W Fi s h T r a p R d Te e l P k w y 25 3 0 ' E o f T e e l P k w y N e w 0. 4 8 50 % $1 3 1 , 0 4 0 $6 3 , 2 5 0 $6 5 5 , 2 0 0 $849,490 1 1- X a Fi s h T r a p R d 25 3 0 ' E o f T e e l P k w y D N T Ne w 1. 9 9 10 0 % $ 1 , 7 8 9 , 7 0 0 $ 8 4 0 , 0 0 0 $ 8 , 9 4 8 , 5 0 0 $ 1 1 , 5 7 8 , 2 0 0 1 1- X b Fi r s t S t DN T BN S F R R Ne w 0. 6 5 10 0 % $3 3 9 , 8 4 0 $0 $ 4 , 8 9 6 , 0 0 0 $5,235,840 1 1- Y a Pr a i r i e D r T e e l P k w y W i n d i n g O a k Ne w 0. 8 4 10 0 % $7 0 7 , 2 8 0 $ 8 0 1 , 0 0 0 $ 3 , 5 3 6 , 4 0 0 $5,044,680 1 1- Y b Pr a i r i e D r W i n d i n g O a k Le g a c y D r Re c o u p 0. 2 6 10 0 % $0 $0 $6 4 6 , 0 0 0 $646,000 1 1- Y c Pr a i r i e D r W i n d i n g O a k Le g a c y D r Ne w 0. 2 6 10 0 % $1 2 6 , 4 2 0 $ 1 2 1 , 0 5 0 $6 3 2 , 1 0 0 $879,570 1 1- Y d Pr a i r i e D r L e g a c y D r F i s h T r a p R d Ne w 1. 6 1 10 0 % $ 1 , 3 4 5 , 5 6 0 $ 1 , 5 3 0 , 0 0 0 $ 6 , 7 2 7 , 8 0 0 $9,603,360 1 1- Z Sh a w n e e T r l F i s h T r a p R d Pa r v i n R d Ne w 2. 0 5 10 0 % $ 1 , 7 8 1 , 5 0 0 $ 1 , 9 5 3 , 0 0 0 $ 8 , 9 0 7 , 5 0 0 $ 1 2 , 6 4 2 , 0 0 0 1 1- A A Lo v e r s L n US 3 8 0 BN S F R R Ne w 1. 8 4 10 0 % $ 1 , 5 4 3 , 8 8 0 $ 1 , 7 5 0 , 5 0 0 $ 7 , 7 1 9 , 4 0 0 $ 1 1 , 0 1 3 , 7 8 0 1 1- B B DN T F r o n t a g e R d US 3 8 0 Fr o n t i e r P k w y Ne w 3. 0 0 10 0 % $0 $0 $ 9 , 5 5 0 , 0 0 0 $9,550,000 1 I- 1 Si g n a l I n s t a l l a t i o n D N T Fr o n t i e r P k w y Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 1 I- 2 Si g n a l I n s t a l l a t i o n D N T Pr o s p e r T r l Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 1 I- 3 Si g n a l I n s t a l l a t i o n D N T Fi r s t S t Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 Su b - t o t a l S A 1 39 . 1 3 $1 9 , 5 2 0 , 4 4 8 $ 1 3 , 5 2 5 , 7 5 0 $ 1 2 5 , 4 6 5 , 7 9 2 $ 1 5 8 , 5 1 1 , 9 9 0 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 1-A Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 50 STA 2,000.00$ 100,000$ 2 Unclassified Street Excavation 20,500 CY 10.00$ 205,000$ 3 8" Concrete Pavement w/6" Curb 41,000 SY 44.00$ 1,804,000$ 4 6" Lime Stabilized Subgrade 43,300 SY 2.00$ 86,600$ 5 Lime for Stabilization (27lbs/SY) 590 TON 150.00$ 88,500$ 6 Concrete Driveway Approach 5 EA 2,500.00$ 12,500$ 7 4" Concrete Sidewalk and Ramps 4,440 SY 50.00$ 222,000$ 8 Block Sodding and Topsoil 21,100 SY 5.00$ 105,500$ Paving Estimate Subtotal:2,624,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%52,500$ 10 5%131,300$ 11 3%78,800$ 12 20%524,900$ Other Components Estimate Subtotal:787,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 424,800.00$ 424,800$ 14 Illumination 377,600.00$ 377,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:802,400$ I, II, & III Construction Subtotal:4,214,000$ Mobilization 5%210,700$ Contingency 15%663,800$ Construction Cost Estimate Total:5,088,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,017,700$ Engineering/Survey/Testing 20%203,540$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,221,240$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. It is anticipated that the Town of Proper will contribute 20% of the total cost. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1385 US 380 to Gee Rd. (Existing Fish Trap Rd.) 6-Lane Divided 4,985 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-B Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 74 STA 2,000.00$ 148,000$ 2 Unclassified Street Excavation 30,300 CY 10.00$ 303,000$ 3 8" Concrete Pavement w/6" Curb 60,500 SY 44.00$ 2,662,000$ 4 6" Lime Stabilized Subgrade 63,700 SY 2.00$ 127,400$ 5 Lime for Stabilization (27lbs/SY) 860 TON 150.00$ 129,000$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 6,540 SY 50.00$ 327,000$ 8 Block Sodding and Topsoil 31,100 SY 5.00$ 155,500$ Paving Estimate Subtotal:3,869,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%77,400$ 10 5%193,500$ 11 3%116,100$ 12 20%773,900$ Other Components Estimate Subtotal:1,160,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 626,400.00$ 626,400$ 14 Illumination 556,800.00$ 556,800$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,183,200$ I, II, & III Construction Subtotal:6,213,500$ Mobilization 5%310,700$ Contingency 15%978,700$ Construction Cost Estimate Total:7,502,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,500,580$ Engineering/Survey/Testing 20%300,116$ Right-of-Way Acquisition 2.00$ 882,000$ 176,400$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,977,096$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. It is anticipated that the Town of Prosper will contribute 20% of the total cost. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate FM 1385 Gee Rd. to Parvin Rd. 6-Lane Divided 7,350 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Cb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 40 STA 2,000.00$ 80,000$ 2 Unclassified Street Excavation 10,900 CY 10.00$ 109,000$ 3 8" Concrete Pavement w/6" Curb 21,800 SY 44.00$ 959,200$ 4 6" Lime Stabilized Subgrade 23,600 SY 2.00$ 47,200$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 8 EA 2,500.00$ 20,000$ 7 4" Concrete Sidewalk and Ramps 3,560 SY 50.00$ 178,000$ 8 Block Sodding and Topsoil 28,000 SY 5.00$ 140,000$ Paving Estimate Subtotal:1,581,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,700$ 10 5%79,100$ 11 3%47,500$ 14 20%316,300$ Other Components Estimate Subtotal:474,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 340,900.00$ 340,900$ 14 Illumination 303,000.00$ 303,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:643,900$ I, II, & III Construction Subtotal:2,699,900$ Mobilization 5%135,000$ Contingency 15%425,300$ Construction Cost Estimate Total:3,260,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,260,200$ Engineering/Survey/Testing 20%652,040$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:3,912,240$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 49 Widening of two-lane facility to four-lane divided ultimate section Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Gee Rd. US 380 to Fishtrap Rd. 4-Lane Divided 4,000 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Cc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,317,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 2,317,000$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Gee Rd. Fishtrap Rd. to FM 1385 6-Lane Divided 3,850 120 Raised 50 See note below Note: Construction of 2-lanes of Gee Road from Fishtrap Rd to FM 1385. This portion of Gee Road is estimated at $6,317,000 including two bridges with a $4,000,000 contribution from RTR funds leaving a Town contribution of $2,317,000. Town Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Cd Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 39 STA 2,000.00$ 78,000$ 2 Unclassified Street Excavation 10,700 CY 10.00$ 107,000$ 3 8" Concrete Pavement w/6" Curb 21,400 SY 44.00$ 941,600$ 4 6" Lime Stabilized Subgrade 23,100 SY 2.00$ 46,200$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 8 EA 2,500.00$ 20,000$ 7 4" Concrete Sidewalk and Ramps 3,430 SY 50.00$ 171,500$ 8 Block Sodding and Topsoil 26,600 SY 5.00$ 133,000$ Paving Estimate Subtotal:1,545,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,000$ 10 5%77,300$ 11 3%46,400$ 12 20%309,100$ Other Components Estimate Subtotal:463,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 328,100.00$ 328,100$ 14 Illumination 291,600.00$ 291,600$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:869,700$ I, II, & III Construction Subtotal:2,878,800$ Mobilization 5%144,000$ Contingency 15%453,500$ Construction Cost Estimate Total:3,476,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,476,300$ Engineering/Survey/Testing 20%695,260$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:4,171,560$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Gee Rd. Fishtrap Rd. to FM 1385 6-Lane Divided 3,850 120 Raised 50 Widening of two-lane facility to six-lane divided ultimate section Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None Cost per sq. ft.: None 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Db Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 38 STA 2,000.00$ 76,000$ 2 Unclassified Street Excavation 10,500 CY 10.00$ 105,000$ 3 8" Concrete Pavement w/6" Curb 21,000 SY 44.00$ 924,000$ 4 6" Lime Stabilized Subgrade 22,700 SY 2.00$ 45,400$ 5 Lime for Stabilization (27lbs/SY) 310 TON 150.00$ 46,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 1,680 SY 50.00$ 84,000$ 8 Block Sodding and Topsoil 2,600 SY 5.00$ 13,000$ Paving Estimate Subtotal:1,303,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%26,100$ 10 5%65,200$ 11 3%39,200$ 12 20%260,800$ Other Components Estimate Subtotal:391,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 322,100.00$ 322,100$ 14 Illumination 286,300.00$ 286,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:608,400$ I, II, & III Construction Subtotal:2,303,600$ Mobilization 5%115,200$ Contingency 15%362,900$ Construction Cost Estimate Total:2,781,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,781,700$ Engineering/Survey/Testing 20%556,340$ Right-of-Way Acquisition 2.00$ 226,800$ 226,800$ Impact Fee Project Cost Estimate Total:3,564,840$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 50 Widening of an existing two-lane concrete facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. US 380 to Fish Trap Rd 4-Lane Divided 3,780 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Eb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 50 STA 2,000.00$ 100,000$ 2 Unclassified Street Excavation 13,600 CY 10.00$ 136,000$ 3 8" Concrete Pavement w/6" Curb 27,200 SY 44.00$ 1,196,800$ 4 6" Lime Stabilized Subgrade 29,400 SY 2.00$ 58,800$ 5 Lime for Stabilization (27lbs/SY) 400 TON 150.00$ 60,000$ 6 Concrete Driveway Approach 5 EA 2,500.00$ 12,500$ 7 4" Concrete Sidewalk and Ramps 4,430 SY 50.00$ 221,500$ 8 Block Sodding and Topsoil 34,900 SY 5.00$ 174,500$ Paving Estimate Subtotal:1,960,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%39,300$ 10 5%98,100$ 11 3%58,900$ 12 20%392,100$ Other Components Estimate Subtotal:588,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 424,400.00$ 424,400$ 14 Illumination 377,200.00$ 377,200$ 15 Drainage Structures -$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:901,600$ I, II, & III Construction Subtotal:3,450,100$ Mobilization 5%172,600$ Contingency 15%543,500$ Construction Cost Estimate Total:4,166,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -4,166,200$ Engineering/Survey/Testing 20%833,240$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:4,999,440$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 49 Widening of two-lane facility to four-lane divided ultimate section. The boundary between Prosper and Artesia is on the centerline of Teel Pkwy Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. Fish Trap Rd. to 2,680'S. of Prosper Trl. 4-Lane Divided 4,980 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Ec Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 10 STA 2,000.00$ 20,000$ 2 Unclassified Street Excavation 4,100 CY 10.00$ 41,000$ 3 8" Concrete Pavement w/6" Curb 8,100 SY 44.00$ 356,400$ 4 6" Lime Stabilized Subgrade 8,500 SY 2.00$ 17,000$ 5 Lime for Stabilization (27lbs/SY) 120 TON 150.00$ 18,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 870 SY 50.00$ 43,500$ 8 Block Sodding and Topsoil 4,200 SY 5.00$ 21,000$ Paving Estimate Subtotal:521,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%10,500$ 10 5%26,100$ 11 3%15,700$ 12 20%104,400$ Other Components Estimate Subtotal:156,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 83,000.00$ 83,000$ 14 Illumination 73,800.00$ 73,800$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:156,800$ I, II, & III Construction Subtotal:835,400$ Mobilization 5%41,800$ Contingency 15%131,600$ Construction Cost Estimate Total:1,008,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,008,800$ Engineering/Survey/Testing 20%201,760$ Right-of-Way Acquisition 2.00$ 117,000$ 117,000$ Impact Fee Project Cost Estimate Total:1,327,560$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. 2,680'S. of Prosper Trl. to 1,705'S. of Prosper Trl. 6-Lane Divided 975 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. The boundary between Prosper and Artesia is on the centerline of Teel Pkwy. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-F Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 18 STA 2,000.00$ 36,000$ 2 Unclassified Street Excavation 7,100 CY 10.00$ 71,000$ 3 8" Concrete Pavement w/6" Curb 14,100 SY 44.00$ 620,400$ 4 6" Lime Stabilized Subgrade 14,800 SY 2.00$ 29,600$ 5 Lime for Stabilization (27lbs/SY) 200 TON 150.00$ 30,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,520 SY 50.00$ 76,000$ 8 Block Sodding and Topsoil 7,200 SY 5.00$ 36,000$ Paving Estimate Subtotal:904,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%18,100$ 10 5%45,200$ 11 3%27,200$ 12 20%180,800$ Other Components Estimate Subtotal:271,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 145,300.00$ 145,300$ 14 Illumination 129,100.00$ 129,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:274,400$ I, II, & III Construction Subtotal:1,449,700$ Mobilization 5%72,500$ Contingency 15%228,400$ Construction Cost Estimate Total:1,750,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,750,600$ Engineering/Survey/Testing 20%350,120$ Right-of-Way Acquisition 2.00$ 204,600$ 204,600$ Impact Fee Project Cost Estimate Total:2,305,320$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. 1,705 S. of Prosper Trl. to Prosper Trl. 6-Lane Divided 1,705 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-G Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 29 STA 2,000.00$ 58,000$ 2 Unclassified Street Excavation 11,700 CY 10.00$ 117,000$ 3 8" Concrete Pavement w/6" Curb 23,400 SY 44.00$ 1,029,600$ 4 6" Lime Stabilized Subgrade 24,700 SY 2.00$ 49,400$ 5 Lime for Stabilization (27lbs/SY) 340 TON 150.00$ 51,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 2,530 SY 50.00$ 126,500$ 8 Block Sodding and Topsoil 12,100 SY 5.00$ 60,500$ Paving Estimate Subtotal:1,499,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%30,000$ 10 5%75,000$ 11 3%45,000$ 12 20%299,900$ Other Components Estimate Subtotal:449,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 242,400.00$ 242,400$ 14 Illumination 215,500.00$ 215,500$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:707,900$ I, II, & III Construction Subtotal:2,657,300$ Mobilization 5%132,900$ Contingency 15%418,600$ Construction Cost Estimate Total:3,208,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,208,800$ Engineering/Survey/Testing 20%641,760$ Right-of-Way Acquisition 2.00$ 682,800$ 682,800$ Impact Fee Project Cost Estimate Total:4,533,360$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 This project consists of the construction of a new six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Teel Pkwy. Prosper Tr. To Parvin Rd. 6-Lane Divided 2,845 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Ha Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -969,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 969,000$ Note: Construction of 2-lanes of Legacy Dr from US 380 to Prairie and 2-lanes of Prairie from Legacy to Winding Oak built by the developer with the Town reimbursing the developer for a total cost of $1,615,000. This portion of Legacy consists of 60% of the project cost at $969,000. Town Contribution Cost per sq. ft.: 120 Raised 25 See note below Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. US 380 to Prairie 4-Lane Divided 2,060 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Hb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 21 STA 2,000.00$ 42,000$ 2 Unclassified Street Excavation 5,700 CY 10.00$ 57,000$ 3 8" Concrete Pavement w/6" Curb 11,300 SY 44.00$ 497,200$ 4 6" Lime Stabilized Subgrade 12,200 SY 2.00$ 24,400$ 5 Lime for Stabilization (27lbs/SY) 170 TON 150.00$ 25,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,840 SY 50.00$ 92,000$ 8 Block Sodding and Topsoil 14,500 SY 5.00$ 72,500$ Paving Estimate Subtotal:818,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%16,400$ 10 5%41,000$ 11 3%24,600$ 12 20%163,700$ Other Components Estimate Subtotal:245,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 175,500.00$ 175,500$ 14 Illumination 156,000.00$ 156,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:331,500$ I, II, & III Construction Subtotal:1,395,300$ Mobilization 5%69,800$ Contingency 15%219,800$ Construction Cost Estimate Total:1,684,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,684,900$ Engineering/Survey/Testing 20%336,980$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,021,880$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 49 Widening of two-lane facility to four-lane divided ultimate section. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. US 380 to Prairie 4-Lane Divided 2,060 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Hc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 32 STA 2,000.00$ 64,000$ 2 Unclassified Street Excavation 13,000 CY 10.00$ 130,000$ 3 8" Concrete Pavement w/6" Curb 25,900 SY 44.00$ 1,139,600$ 4 6" Lime Stabilized Subgrade 27,300 SY 2.00$ 54,600$ 5 Lime for Stabilization (27lbs/SY) 370 TON 150.00$ 55,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 2,800 SY 50.00$ 140,000$ 8 Block Sodding and Topsoil 13,300 SY 5.00$ 66,500$ Paving Estimate Subtotal:1,655,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%33,200$ 10 5%82,800$ 11 3%49,700$ 12 20%331,100$ Other Components Estimate Subtotal:496,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 268,400.00$ 268,400$ 14 Illumination 238,600.00$ 238,600$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:757,000$ I, II, & III Construction Subtotal:2,909,000$ Mobilization 5%145,500$ Contingency 15%458,200$ Construction Cost Estimate Total:3,512,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,512,700$ Engineering/Survey/Testing 20%702,540$ Right-of-Way Acquisition 2.00$ 756,000$ 756,000$ Impact Fee Project Cost Estimate Total:4,971,240$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. Prairie to Fish Trap Rd. 6-Lane Divided 3,150 120 Raised 74 Consists of the construction of a new six-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-I Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 89 STA 2,000.00$ 178,000$ 2 Unclassified Street Excavation 36,500 CY 10.00$ 365,000$ 3 8" Concrete Pavement w/6" Curb 72,900 SY 44.00$ 3,207,600$ 4 6" Lime Stabilized Subgrade 76,900 SY 2.00$ 153,800$ 5 Lime for Stabilization (27lbs/SY) 1,040 TON 150.00$ 156,000$ 6 Concrete Driveway Approach 9 EA 2,500.00$ 22,500$ 7 4" Concrete Sidewalk and Ramps 7,880 SY 50.00$ 394,000$ 8 Block Sodding and Topsoil 37,500 SY 5.00$ 187,500$ Paving Estimate Subtotal:4,664,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%93,300$ 10 5%233,300$ 11 3%140,000$ 12 20%932,900$ Other Components Estimate Subtotal:1,399,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 755,500.00$ 755,500$ 14 Illumination 671,500.00$ 671,500$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,427,000$ I, II, & III Construction Subtotal:7,490,900$ Mobilization 5%374,600$ Contingency 15%1,179,900$ Construction Cost Estimate Total:9,045,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -9,045,400$ Engineering/Survey/Testing 20%1,809,080$ Right-of-Way Acquisition 2.00$ 1,063,800$ 1,063,800$ Impact Fee Project Cost Estimate Total:11,918,280$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. Fish Trap Rd. to Existing Parvin Rd. 6-Lane Divided 8,865 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-J Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 10,100 CY 10.00$ 101,000$ 3 8" Concrete Pavement w/6" Curb 20,200 SY 44.00$ 888,800$ 4 6" Lime Stabilized Subgrade 21,300 SY 2.00$ 42,600$ 5 Lime for Stabilization (27lbs/SY) 290 TON 150.00$ 43,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 2,190 SY 50.00$ 109,500$ 8 Block Sodding and Topsoil 10,400 SY 5.00$ 52,000$ Paving Estimate Subtotal:1,292,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%25,900$ 10 5%64,700$ 11 3%38,800$ 12 20%258,500$ Other Components Estimate Subtotal:387,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 209,200.00$ 209,200$ 14 Illumination 185,900.00$ 185,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:395,100$ I, II, & III Construction Subtotal:2,075,400$ Mobilization 5%103,800$ Contingency 15%326,900$ Construction Cost Estimate Total:2,506,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,506,100$ Engineering/Survey/Testing 20%501,220$ Right-of-Way Acquisition 2.00$ 294,600$ 294,600$ Impact Fee Project Cost Estimate Total:3,301,920$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. The boundary between Prosper and Celina is on the centerline of Legacy Dr. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Legacy Dr. Existing Parvin Rd. to Frontier Pkwy. 6-Lane Divided 2,455 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-K Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 41 STA 2,000.00$ 82,000$ 2 Unclassified Street Excavation 8,400 CY 10.00$ 84,000$ 3 8" Concrete Pavement w/6" Curb 16,700 SY 44.00$ 734,800$ 4 6" Lime Stabilized Subgrade 17,600 SY 2.00$ 35,200$ 5 Lime for Stabilization (27lbs/SY) 240 TON 150.00$ 36,000$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,600 SY 50.00$ 180,000$ 8 Block Sodding and Topsoil 6,800 SY 5.00$ 34,000$ Paving Estimate Subtotal:1,196,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%24,000$ 10 5%59,800$ 11 3%35,900$ 12 0%-$ 13 6%71,800$ 14 20%239,200$ Other Components Estimate Subtotal:430,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:1,626,700$ Mobilization 5%81,400$ Contingency 15%256,300$ Construction Cost Estimate Total:1,964,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,964,400$ Engineering/Survey/Testing 20%392,880$ Right-of-Way Acquisition 2.00$ 484,800$ 484,800$ Impact Fee Project Cost Estimate Total:2,842,080$ None None None Cost per sq. ft.: Traffic Control Erosion Control Landscaping Illumination Drainage Improvements (RCP, Inlets, MH, Outfalls) None 60 None 37 This project consists of the construction of a two-lane collector facility parallel to the future DNT. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate DNT E. Collector US 380 to 1,320' S. of Fish Trap Rd. 2-Lane Collector 4,040 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-L Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 14 STA 2,000.00$ 28,000$ 2 Unclassified Street Excavation 2,800 CY 10.00$ 28,000$ 3 8" Concrete Pavement w/6" Curb 5,500 SY 44.00$ 242,000$ 4 6" Lime Stabilized Subgrade 5,800 SY 2.00$ 11,600$ 5 Lime for Stabilization (27lbs/SY) 80 TON 150.00$ 12,000$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 1,180 SY 50.00$ 59,000$ 8 Block Sodding and Topsoil 2,200 SY 5.00$ 11,000$ Paving Estimate Subtotal:394,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%7,900$ 10 5%19,800$ 11 3%11,900$ 12 0%-$ 13 6%23,700$ 14 20%78,900$ Other Components Estimate Subtotal:142,200$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:536,300$ Mobilization 5%26,900$ Contingency 15%84,500$ Construction Cost Estimate Total:647,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -647,700$ Engineering/Survey/Testing 20%129,540$ Right-of-Way Acquisition 2.00$ 105,600$ 105,600$ Impact Fee Project Cost Estimate Total:882,840$ None None None Cost per sq. ft.: Traffic Control Erosion Control Landscaping Illumination Drainage Improvements (RCP, Inlets, MH, Outfalls) None 60 None 37 This project consists of the reconstruction of a two-lane gravel facility into a new two-lane collector facility parallel to the future DNT. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate DNT E. Collector 1,320' S. of Fish Trap Rd. to Fish Trap Rd. 2-Lane Collector 1,320 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Mc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 53 STA 2,000.00$ 106,000$ 2 Unclassified Street Excavation 10,900 CY 10.00$ 109,000$ 3 8" Concrete Pavement w/6" Curb 21,800 SY 44.00$ 959,200$ 4 6" Lime Stabilized Subgrade 23,000 SY 2.00$ 46,000$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 4,720 SY 50.00$ 236,000$ 8 Block Sodding and Topsoil 8,900 SY 5.00$ 44,500$ Paving Estimate Subtotal:1,558,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,200$ 10 5%78,000$ 11 3%46,800$ 12 0%-$ 13 6%93,600$ 14 20%311,800$ Other Components Estimate Subtotal:561,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:-$ I, II, & III Construction Subtotal:2,120,100$ Mobilization 5%106,100$ Contingency 15%334,000$ Construction Cost Estimate Total:2,560,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,560,200$ Engineering/Survey/Testing 20%512,040$ Right-of-Way Acquisition 2.00$ 636,000$ 636,000$ Impact Fee Project Cost Estimate Total:3,708,240$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate DNT E. Collector Prosper Trl. to Frontier Pkwy. 2-Lane Collector 5,300 60 None 37 This project consists of the construction of a two-lane collector facility parallel to the future DNT. Pavement Markings & Signage Traffic Control Erosion Control Landscaping Illumination Drainage Improvements (RCP, Inlets, MH, Outfalls) None None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-N Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 129 STA 2,000.00$ 258,000$ 2 Unclassified Street Excavation 53,000 CY 10.00$ 530,000$ 3 8" Concrete Pavement w/6" Curb 105,900 SY 44.00$ 4,659,600$ 4 6" Lime Stabilized Subgrade 111,600 SY 2.00$ 223,200$ 5 Lime for Stabilization (27lbs/SY) 1,510 TON 150.00$ 226,500$ 6 Concrete Driveway Approach 13 EA 2,500.00$ 32,500$ 7 4" Concrete Sidewalk and Ramps 11,450 SY 50.00$ 572,500$ 8 Block Sodding and Topsoil 54,400 SY 5.00$ 272,000$ Paving Estimate Subtotal:6,774,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%135,500$ 10 5%338,800$ 11 3%203,300$ 12 20%1,354,900$ Other Components Estimate Subtotal:2,032,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 1,097,300.00$ 1,097,300$ 14 Illumination 975,300.00$ 975,300$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,322,600$ I, II, & III Construction Subtotal:11,129,400$ Mobilization 5%556,500$ Contingency 15%1,752,900$ Construction Cost Estimate Total:13,438,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -6,719,400$ Engineering/Survey/Testing 20%1,343,880$ Right-of-Way Acquisition 2.00$ 1,545,000$ 772,500$ Impact Fee Project Cost Estimate TOTAL (50% Town Contribution)8,835,780$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane asphalt facility into a siz-lane divided facillity. Excludes the portions of the proposed facility that are not in the Town Limits (1,125') Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Parvin Rd. FM 1385 to 3,680' E. of Teel Pkwy 6-Lane Divided 12,875 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-O Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 58 STA 2,000.00$ 116,000$ 2 Unclassified Street Excavation 23,500 CY 10.00$ 235,000$ 3 8" Concrete Pavement w/6" Curb 47,000 SY 44.00$ 2,068,000$ 4 6" Lime Stabilized Subgrade 49,500 SY 2.00$ 99,000$ 5 Lime for Stabilization (27lbs/SY) 670 TON 150.00$ 100,500$ 6 Concrete Driveway Approach 6 EA 2,500.00$ 15,000$ 7 4" Concrete Sidewalk and Ramps 5,080 SY 50.00$ 254,000$ 8 Block Sodding and Topsoil 24,200 SY 5.00$ 121,000$ Paving Estimate Subtotal:3,008,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%60,200$ 10 5%150,500$ 11 3%90,300$ 12 20%601,700$ Other Components Estimate Subtotal:902,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 486,600.00$ 486,600$ 14 Illumination 432,500.00$ 432,500$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,169,100$ I, II, & III Construction Subtotal:5,080,300$ Mobilization 5%254,100$ Contingency 15%800,200$ Construction Cost Estimate Total:6,134,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,067,300$ Engineering/Survey/Testing 20%613,460$ Right-of-Way Acquisition 2.00$ 685,200$ 342,600$ Impact Fee Project Cost Estimate TOTAL (50% Town Contribution)4,023,360$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane gravel facility into a six-lane divided facility. The boundary between Prosper and Celina is on the centerline of Frontier Pkwy. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 Legacy Dr. to DNT 6-Lane Divided 5,710 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-P Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction 1,833,000$ 1,833,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 1,833,000$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 DNT to BNSF RR 6-Lane Divided 5,750 120 Raised 74 See note below Note: The estimated Town contribution for the widening of Frontier Pkwy. to a six-lane divided facility from the DNT to BNSF RR is projected to be $1.833 million. The remaining portion will be paid for through County or State funding. Anticipated Town Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Q Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 37 STA 2,000.00$ 74,000$ 2 Unclassified Street Excavation 10,200 CY 10.00$ 102,000$ 3 8" Concrete Pavement w/6" Curb 20,400 SY 44.00$ 897,600$ 4 6" Lime Stabilized Subgrade 22,000 SY 2.00$ 44,000$ 5 Lime for Stabilization (27lbs/SY) 300 TON 150.00$ 45,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,260 SY 50.00$ 163,000$ 8 Block Sodding and Topsoil 13,100 SY 5.00$ 65,500$ Paving Estimate Subtotal:1,396,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%28,000$ 10 5%69,900$ 11 3%41,900$ 12 20%279,300$ Other Components Estimate Subtotal:419,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 311,900.00$ 311,900$ 14 Illumination 277,200.00$ 277,200$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:589,100$ I, II, & III Construction Subtotal:2,404,300$ Mobilization 5%120,300$ Contingency 15%378,700$ Construction Cost Estimate Total:2,903,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,903,300$ Engineering/Survey/Testing 20%580,660$ Right-of-Way Acquisition 2.00$ 219,600$ 219,600$ Impact Fee Project Cost Estimate Total:3,703,560$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 This project consists of the reconstruction of an existing two-lane gravel facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. Teel Pkwy. To 3,660'E. of Teel Pkwy. 4-Lane Divided 3,660 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-S Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 6 STA 2,000.00$ 12,000$ 2 Unclassified Street Excavation 1,500 CY 10.00$ 15,000$ 3 8" Concrete Pavement w/6" Curb 2,900 SY 44.00$ 127,600$ 4 6" Lime Stabilized Subgrade 3,100 SY 2.00$ 6,200$ 5 Lime for Stabilization (27lbs/SY) 50 TON 150.00$ 7,500$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 460 SY 50.00$ 23,000$ 8 Block Sodding and Topsoil 1,900 SY 5.00$ 9,500$ Paving Estimate Subtotal:203,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%4,100$ 10 5%10,200$ 11 3%6,100$ 12 20%40,700$ Other Components Estimate Subtotal:61,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 43,400.00$ 43,400$ 14 Illumination 38,600.00$ 38,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:82,000$ I, II, & III Construction Subtotal:346,400$ Mobilization 5%17,400$ Contingency 15%54,600$ Construction Cost Estimate Total:418,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -418,400$ Engineering/Survey/Testing 20%83,680$ Right-of-Way Acquisition 2.00$ 61,200$ 61,200$ Impact Fee Project Cost Estimate Total:563,280$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane gravel facility into a four-lane divided facility. The boundary between Prosper and Artesia is on the centerline of Prosper Trl. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 2,110'W. of Legacy Dr. to 1,600'W. of Legacy Dr. 4-Lane Divided 510 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-T Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 74 STA 2,000.00$ 148,000$ 2 Unclassified Street Excavation 20,500 CY 10.00$ 205,000$ 3 8" Concrete Pavement w/6" Curb 41,000 SY 44.00$ 1,804,000$ 4 6" Lime Stabilized Subgrade 44,200 SY 2.00$ 88,400$ 5 Lime for Stabilization (27lbs/SY) 600 TON 150.00$ 90,000$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 6,550 SY 50.00$ 327,500$ 8 Block Sodding and Topsoil 26,200 SY 5.00$ 131,000$ Paving Estimate Subtotal:2,811,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%56,300$ 10 5%140,600$ 11 3%84,400$ 14 20%562,300$ Other Components Estimate Subtotal:843,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 627,600.00$ 627,600$ 14 Illumination 557,900.00$ 557,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,185,500$ I, II, & III Construction Subtotal:4,840,500$ Mobilization 5%242,100$ Contingency 15%762,400$ Construction Cost Estimate Total:5,845,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -5,845,000$ Engineering/Survey/Testing 20%1,169,000$ Right-of-Way Acquisition 2.00$ 883,800$ 883,800$ Impact Fee Project Cost Estimate Total:7,897,800$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane gravel facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 1,600'W. of Legacy Dr. to DNT 4-Lane Divided 7,365 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-U Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,168,900$ Engineering/Survey/Testing -$ Right-of-Way Acquisition -$ -$ Other (1,020,148)$ (1,020,148)$ Impact Fee Project Cost Estimate Total:1,148,752$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. DNT to BNSF RR 4-Lane Divided 4,410 Town of Prosper 90 Raised 50 Recoupment project for widening of roadway to 4-lane divided section. Note: The widening of Prosper Trl. To a four lane divided section was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes from the DNT to Preston Rd. was $4,715,000. $2,168,900 (46%) of this cost has been included to cover the portion of the project in Service Area 1 from the DNT to the BNSF RR. Collin County's contribution was $2,217,713 from the DNT to Preston Rd. $1,020,148 (46%) of this contribution has been removed from the cost of this project to cover the portion of the project within these limits. Cost per sq. ft.: Collin County Contribution 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Va Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 65 STA 2,000.00$ 130,000$ 2 Unclassified Street Excavation 9,000 CY 10.00$ 90,000$ 3 8" Concrete Pavement w/6" Curb 17,900 SY 44.00$ 787,600$ 4 6" Lime Stabilized Subgrade 20,700 SY 2.00$ 41,400$ 5 Lime for Stabilization (27lbs/SY) 280 TON 150.00$ 42,000$ 6 Concrete Driveway Approach 6 EA 2,500.00$ 15,000$ 7 4" Concrete Sidewalk and Ramps 2,860 SY 50.00$ 143,000$ 8 Block Sodding and Topsoil 11,500 SY 5.00$ 57,500$ Paving Estimate Subtotal:1,306,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%26,200$ 10 5%65,400$ 11 3%39,200$ 12 20%261,300$ Other Components Estimate Subtotal:392,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 547,100.00$ 547,100$ 14 Illumination 486,300.00$ 486,300$ 15 Drainage Structures -$ 500,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,533,400$ I, II, & III Construction Subtotal:3,232,000$ Mobilization 5%161,600$ Contingency 15%509,100$ Construction Cost Estimate Total:3,902,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,902,700$ Engineering/Survey/Testing 20%780,540$ Right-of-Way Acquisition 2.00$ 321,000$ 321,000$ Impact Fee Project Cost Estimate Total:5,004,240$ None None Cost per sq. ft.: None Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Two Minor Stream Crossings $450,000/mi $400,000/mi 90 Raised 25 Widening of two-lane facility to four-lane divided ultimate section. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Fish Trap Rd. Gee Rd. to Teel Pkwy. 2-Lane Divided 6,420 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-W Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 26 STA 2,000.00$ 52,000$ 2 Unclassified Street Excavation 3,600 CY 10.00$ 36,000$ 3 8" Concrete Pavement w/6" Curb 7,100 SY 44.00$ 312,400$ 4 6" Lime Stabilized Subgrade 8,200 SY 2.00$ 16,400$ 5 Lime for Stabilization (27lbs/SY) 120 TON 150.00$ 18,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,130 SY 50.00$ 56,500$ 8 Block Sodding and Topsoil 4,500 SY 5.00$ 22,500$ Paving Estimate Subtotal:521,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%10,500$ 10 5%26,100$ 11 3%15,700$ 12 20%104,300$ Other Components Estimate Subtotal:156,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 215,600.00$ 215,600$ 14 Illumination 191,600.00$ 191,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:407,200$ I, II, & III Construction Subtotal:1,085,100$ Mobilization 5%54,300$ Contingency 15%171,000$ Construction Cost Estimate Total:1,310,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,310,400$ Engineering/Survey/Testing 20%262,080$ Right-of-Way Acquisition 2.00$ 126,500$ 126,500$ Impact Fee Project Cost Estimate TOTAL:1,698,980$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. The existing two-lanes were constructed by Artesia and not included in the cost. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Fish Trap Rd. Teel Pkwy. To 2,530' E. of Teel Pkwy 2-Lane Divided 2,530 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Xa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 105 STA 2,000.00$ 210,000$ 2 Unclassified Street Excavation 29,200 CY 10.00$ 292,000$ 3 8" Concrete Pavement w/6" Curb 58,400 SY 44.00$ 2,569,600$ 4 6" Lime Stabilized Subgrade 63,000 SY 2.00$ 126,000$ 5 Lime for Stabilization (27lbs/SY) 860 TON 150.00$ 129,000$ 6 Concrete Driveway Approach 14 EA 2,500.00$ 35,000$ 7 4" Concrete Sidewalk and Ramps 9,340 SY 50.00$ 467,000$ 8 Block Sodding and Topsoil 37,400 SY 5.00$ 187,000$ Paving Estimate Subtotal:4,015,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%80,400$ 10 5%200,800$ 11 3%120,500$ 12 20%803,200$ Other Components Estimate Subtotal:1,204,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 894,800.00$ 894,800$ 14 Illumination 795,400.00$ 795,400$ 15 Drainage Structures -$ 500,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,190,200$ I, II, & III Construction Subtotal:7,410,700$ Mobilization 5%370,600$ Contingency 15%1,167,200$ Construction Cost Estimate Total:8,948,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -8,948,500$ Engineering/Survey/Testing 20%1,789,700$ Right-of-Way Acquisition 2.00$ 840,000$ 840,000$ Impact Fee Project Cost Estimate Total:11,578,200$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Two Minor Stream Crossings $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Fish Trap Rd. 2,530' E of Teel Pkwy. To DNT 4-Lane Divided 10,500 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Ya Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 45 STA 2,000.00$ 90,000$ 2 Unclassified Street Excavation 12,400 CY 10.00$ 124,000$ 3 8" Concrete Pavement w/6" Curb 24,800 SY 44.00$ 1,091,200$ 4 6" Lime Stabilized Subgrade 26,700 SY 2.00$ 53,400$ 5 Lime for Stabilization (27lbs/SY) 370 TON 150.00$ 55,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,960 SY 50.00$ 198,000$ 8 Block Sodding and Topsoil 15,900 SY 5.00$ 79,500$ Paving Estimate Subtotal:1,701,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%34,100$ 10 5%85,100$ 11 3%51,100$ 12 20%340,400$ Other Components Estimate Subtotal:510,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 379,200.00$ 379,200$ 14 Illumination 337,100.00$ 337,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:716,300$ I, II, & III Construction Subtotal:2,928,600$ Mobilization 5%146,500$ Contingency 15%461,300$ Construction Cost Estimate Total:3,536,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,536,400$ Engineering/Survey/Testing 20%707,280$ Right-of-Way Acquisition 2.00$ 801,000$ 801,000$ Impact Fee Project Cost Estimate Total:5,044,680$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Teel Pkwy. To Winding Oak 4-Lane Divided 4,450 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Yb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -646,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL 646,000$ Note: Construction of 2-lanes of Legacy Dr from US 380 to Prairie and 2-lanes of Prairie from Legacy to Winding Oak built by the developer with the Town reimbursing the developer for a total cost of $1,615,000. This portion of Prairie consists of 40% of the project cost at $646,000. Town Contribution Cost per sq. ft.: 120 Raised 25 See note below Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Winding Oak To Legacy Dr. 4-Lane Divided 1,320 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Yc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 14 STA 2,000.00$ 28,000$ 2 Unclassified Street Excavation 1,900 CY 10.00$ 19,000$ 3 8" Concrete Pavement w/6" Curb 3,800 SY 44.00$ 167,200$ 4 6" Lime Stabilized Subgrade 4,400 SY 2.00$ 8,800$ 5 Lime for Stabilization (27lbs/SY) 60 TON 150.00$ 9,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 600 SY 50.00$ 30,000$ 8 Block Sodding and Topsoil 2,400 SY 5.00$ 12,000$ Paving Estimate Subtotal:279,000$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%5,600$ 10 5%14,000$ 11 3%8,400$ 12 0%-$ Other Components Estimate Subtotal:28,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 114,600.00$ 114,600$ 14 Illumination 101,800.00$ 101,800$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:216,400$ I, II, & III Construction Subtotal:523,400$ Mobilization 5%26,200$ Contingency 15%82,500$ Construction Cost Estimate Total:632,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -632,100$ Engineering/Survey/Testing 20%126,420$ Right-of-Way Acquisition 2.00$ 121,050$ 121,050$ Impact Fee Project Cost Estimate Total:879,570$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 25 Widening of a two-lane concrete facility to a four-lane divided facility. Pavement Markings & Signage Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Winding Oak to Legacy Dr. 2-Lane Divided 1,345 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Yd Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 85 STA 2,000.00$ 170,000$ 2 Unclassified Street Excavation 23,700 CY 10.00$ 237,000$ 3 8" Concrete Pavement w/6" Curb 47,300 SY 44.00$ 2,081,200$ 4 6" Lime Stabilized Subgrade 51,000 SY 2.00$ 102,000$ 5 Lime for Stabilization (27lbs/SY) 690 TON 150.00$ 103,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 7,560 SY 50.00$ 378,000$ 8 Block Sodding and Topsoil 30,300 SY 5.00$ 151,500$ Paving Estimate Subtotal:3,233,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%64,700$ 10 5%161,700$ 11 3%97,000$ 12 20%646,700$ Other Components Estimate Subtotal:970,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 724,400.00$ 724,400$ 14 Illumination 643,900.00$ 643,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,368,300$ I, II, & III Construction Subtotal:5,571,600$ Mobilization 5%278,600$ Contingency 15%877,600$ Construction Cost Estimate Total:6,727,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -6,727,800$ Engineering/Survey/Testing 20%1,345,560$ Right-of-Way Acquisition 2.00$ 1,530,000$ 1,530,000$ Impact Fee Project Cost Estimate Total:9,603,360$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prairie Dr. Legacy Dr. to Fish Trap Rd. 4-Lane Divided 8,500 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-Z Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 109 STA 2,000.00$ 218,000$ 2 Unclassified Street Excavation 30,200 CY 10.00$ 302,000$ 3 8" Concrete Pavement w/6" Curb 60,300 SY 44.00$ 2,653,200$ 4 6" Lime Stabilized Subgrade 65,100 SY 2.00$ 130,200$ 5 Lime for Stabilization (27lbs/SY) 880 TON 150.00$ 132,000$ 6 Concrete Driveway Approach 11 EA 2,500.00$ 27,500$ 7 4" Concrete Sidewalk and Ramps 9,650 SY 50.00$ 482,500$ 8 Block Sodding and Topsoil 38,600 SY 5.00$ 193,000$ Paving Estimate Subtotal:4,138,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%82,800$ 10 5%207,000$ 11 3%124,200$ 12 20%827,700$ Other Components Estimate Subtotal:1,241,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 924,700.00$ 924,700$ 14 Illumination 821,900.00$ 821,900$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,996,600$ I, II, & III Construction Subtotal:7,376,700$ Mobilization 5%368,900$ Contingency 15%1,161,900$ Construction Cost Estimate Total:8,907,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -8,907,500$ Engineering/Survey/Testing 20%1,781,500$ Right-of-Way Acquisition 2.00$ 1,953,000$ 1,953,000$ Impact Fee Project Cost Estimate Total:12,642,000$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility parallel to the future DNT. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Shawnee Trl. Fish Trap Rd. to Parvin Rd. 4-Lane Divided 10,850 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 1-AA Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 98 STA 2,000.00$ 196,000$ 2 Unclassified Street Excavation 27,100 CY 10.00$ 271,000$ 3 8" Concrete Pavement w/6" Curb 54,100 SY 44.00$ 2,380,400$ 4 6" Lime Stabilized Subgrade 58,400 SY 2.00$ 116,800$ 5 Lime for Stabilization (27lbs/SY) 790 TON 150.00$ 118,500$ 6 Concrete Driveway Approach 10 EA 2,500.00$ 25,000$ 7 4" Concrete Sidewalk and Ramps 8,650 SY 50.00$ 432,500$ 8 Block Sodding and Topsoil 34,600 SY 5.00$ 173,000$ Paving Estimate Subtotal:3,713,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%74,300$ 10 5%185,700$ 11 3%111,400$ 12 20%742,700$ Other Components Estimate Subtotal:1,114,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 828,800.00$ 828,800$ 14 Illumination 736,700.00$ 736,700$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,565,500$ I, II, & III Construction Subtotal:6,392,800$ Mobilization 5%319,700$ Contingency 15%1,006,900$ Construction Cost Estimate Total:7,719,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -7,719,400$ Engineering/Survey/Testing 20%1,543,880$ Right-of-Way Acquisition 2.00$ 1,750,500$ 1,750,500$ Impact Fee Project Cost Estimate Total:11,013,780$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Lovers Ln. US 380 to BNSF RR 4-Lane Divided 9,725 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n 28-Dec-08 Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n Ro a d w a y P r o j e c t C o s t s Total Project Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a En g i n e e r i n g R O W C o n s t r u c t i o n Cost 52 8 0 2 2- A Pr e s t o n R d US 3 8 0 Fr o n t i e r P k w y Re c o u p 3. 2 5 10 0 % $0 $0 $ 2 , 5 0 0 , 0 0 0 $2,500,000 2 2- B Co i t R d US 3 8 0 Fi r s t S t Ne w 1. 0 1 10 0 % $4 2 6 , 2 0 0 $0 $ 2 , 1 3 1 , 0 0 0 $2,557,200 2 2- C Co i t R d Fi r s t S t Fr o n t i e r P k w y Ne w 2. 0 1 10 0 % $ 2 , 1 6 2 , 9 6 0 $ 1 , 2 7 2 , 0 0 0 $ 1 0 , 8 1 4 , 8 0 0 $ 1 4 , 2 4 9 , 7 6 0 2 2- D Co i t R d US 3 8 0 Fi r s t S t Re c o u p 1. 0 1 10 0 % $0 $0 $ 1 , 2 8 4 , 8 8 5 $1,284,885 2 2- E Ha y s R d Fi r s t S t Pr e s t o n R d Ne w 0. 8 8 10 0 % $0 $0 $4 0 0 , 0 0 0 $400,000 2/ X 2- F Cu s t e r R d US 3 8 0 Fi r s t S t Ne w 1. 2 4 50 % $1 4 0 , 0 2 2 $7 8 , 7 2 0 $7 0 0 , 1 1 0 $918,852 2/ X 2- G Cu s t e r R d Fi r s t S t Pr o s p e r T r l Ne w 0. 7 6 50 % $8 7 , 9 5 6 $4 8 , 1 2 0 $4 3 9 , 7 8 0 $575,856 2/ X 2- H Cu s t e r R d Pr o s p e r T r l 26 0 5 ' N o f P r o s p e r T r l N e w 0. 4 9 50 % $5 3 , 4 0 2 $3 1 , 2 6 0 $2 6 7 , 0 1 0 $351,672 2/ X 2- I Fr o n t i e r P k w y / F M 1 4 6 1 B N S F R R Pr e s t o n R d Ne w 0. 9 3 50 % $0 $0 $ 3 , 6 5 0 , 0 0 0 $3,650,000 2/ X 2- J Fr o n t i e r P k w y / F M 1 4 6 1 P r e s t o n R d Co i t R d Ne w 0. 9 8 50 % $1 0 5 , 6 6 6 $6 2 , 1 0 0 $5 2 8 , 3 3 0 $696,096 2/ X 2- K Fr o n t i e r P k w y / F M 1 4 6 1 C o i t R d 14 0 5 ' W o f C u s t e r R d N e w 1. 9 9 50 % $2 2 6 , 8 2 4 $ 1 2 6 , 2 4 0 $ 1 , 1 3 4 , 1 2 0 $1,487,184 2 2- L Pr o s p e r T r l B N S F R R Pr e s t o n R d Re c o u p 1. 1 1 10 0 % $0 $0 $ 1 , 3 4 8 , 5 3 5 $1,348,535 2 2- M Pr o s p e r T r l P r e s t o n R d Co i t R d Ne w 1. 0 2 10 0 % $2 8 5 , 0 0 0 $0 $ 5 , 0 6 0 , 0 0 0 $5,345,000 2 2- N Pr o s p e r T r l C o i t R d 39 9 5 ' W o f C u s t e r R d N e w 1. 2 6 10 0 % $ 1 , 1 1 5 , 9 6 0 $ 3 9 8 , 7 0 0 $ 5 , 5 7 9 , 8 0 0 $7,094,460 2/ X 2- O a Pr o s p e r T r l 3 9 9 5 ' W o f C u s t e r R d 3 0 8 5 ' W o f C u s t e r R d N e w 0. 1 7 50 % $7 3 , 1 0 0 $2 7 , 3 0 0 $3 6 5 , 5 0 0 $465,900 2 2- O b Pr o s p e r T r l 3 0 8 5 ' W o f C u s t e r R d 2 6 4 5 ' W o f C u s t e r R d N e w 0. 0 8 10 0 % $7 2 , 0 6 0 $2 6 , 4 0 0 $3 6 0 , 3 0 0 $458,760 2/ X 2- P Pr o s p e r T r l 2 6 4 5 ' W o f C u s t e r R d 1 9 1 5 ' W o f C u s t e r R d N e w 0. 1 4 50 % $5 8 , 3 0 0 $2 1 , 9 0 0 $2 9 1 , 5 0 0 $371,700 2 2- Q Pr o s p e r T r l 1 9 1 5 ' W o f C u s t e r R d C u s t e r R d Ne w 0. 3 6 10 0 % $3 0 5 , 8 4 0 $ 1 1 4 , 9 0 0 $ 1 , 5 2 9 , 2 0 0 $1,949,940 2 2- R Fi r s t S t BN S F R R N C o l e m a n S t Ne w 0. 3 7 10 0 % $1 9 1 , 1 6 0 $0 $ 1 , 9 2 7 , 3 2 8 $2,118,488 2 2- S Fi r s t S t N C o l e m a n S t Cr a i g S t Ne w 0. 4 6 10 0 % $4 0 8 , 7 6 0 $9 7 , 4 0 0 $ 2 , 0 4 3 , 8 0 0 $2,549,960 2 2- T Fi r s t S t Cr a i g S t Co i t R d Re c o u p 0. 1 6 10 0 % $0 $0 $ 2 , 5 8 9 , 8 6 1 $2,589,861 2 2- U Fi r s t S t Co i t R d Cu s t e r R d Ne w 2. 0 5 10 0 % $ 1 , 7 7 8 , 6 4 0 $ 6 4 9 , 8 0 0 $ 8 , 8 9 3 , 2 0 0 $ 1 1 , 3 2 1 , 6 4 0 2 2- V Lo v e r s L n BN S F R R Pr e s t o n R d Ne w 0. 8 4 10 0 % $7 0 5 , 7 2 0 $ 8 0 0 , 1 0 0 $ 3 , 5 2 8 , 6 0 0 $5,034,420 2 2- W Lo v e r s L n Pr e s t o n R d US 3 8 0 Ne w 0. 6 4 10 0 % $5 3 6 , 0 0 0 $ 2 0 2 , 5 0 0 $ 2 , 6 8 0 , 0 0 0 $3,418,500 2 2- X a Ri c h l a n d B l v d Pr e s t o n R d 70 0 ' W o f L a C i m a N e w 0. 7 4 10 0 % $6 1 8 , 7 8 0 $ 7 0 0 , 2 0 0 $ 3 , 0 9 3 , 9 0 0 $4,412,880 2 2- X b Ri c h l a n d B l v d 70 0 ' W o f L a C i m a 4 5 0 ' E o f L a C i m a N e w 0. 2 2 10 0 % $1 4 3 , 9 0 0 $ 2 0 7 , 0 0 0 $7 1 9 , 5 0 0 $1,070,400 2 2- X c Ri c h l a n d B l v d 45 0 ' E o f L a C i m a P r o s p e r C o m m o n s N e w 0. 5 6 10 0 % $4 7 3 , 6 8 0 $ 5 3 6 , 4 0 0 $ 2 , 3 6 8 , 4 0 0 $3,378,480 2 2- Y a Co l e m a n S t Pr e s t o n R d Fi r s t S t Ne w 0. 7 8 10 0 % $7 1 3 , 2 4 0 $ 2 4 7 , 2 0 0 $ 3 , 5 6 6 , 2 0 0 $4,526,640 2 2- Y b Co l e m a n S t Fi r s t S t Re y n o l d s M i d d l e S c h o o l N e w 0. 6 6 10 0 % $4 0 8 , 7 6 0 $0 $ 2 , 0 4 3 , 8 0 0 $2,452,560 2 2- Z Co l e m a n S t Re y n o l d s M i d d l e S c h o o l P r o s p e r T r l Ne w 0. 3 6 10 0 % $2 9 9 , 8 6 0 $ 1 1 2 , 8 0 0 $ 1 , 4 9 9 , 3 0 0 $1,911,960 2 2- A A a Co l e m a n S t Pr o s p e r T r l Ta l o n Re c o u p 0. 4 6 10 0 % $1 7 9 , 0 0 0 $0 $ 2 , 4 1 8 , 5 2 9 $2,597,529 2 2- A A b Co l e m a n S t Pr o s p e r T r l Ta l o n Ne w 0. 4 6 10 0 % $2 4 7 , 6 6 0 $7 2 , 1 5 0 $ 1 , 2 3 8 , 3 0 0 $1,558,110 2 2- B B a Co l e m a n S t Ta l o n Vi c t o r y L n Re c o u p 0. 6 4 10 0 % $0 $0 $5 0 0 , 0 0 0 $500,000 2 2- B B b Co l e m a n S t Ta l o n Vi c t o r y L n Ne w 0. 6 4 10 0 % $3 4 6 , 9 4 0 $ 1 0 1 , 4 0 0 $ 1 , 7 3 4 , 7 0 0 $2,183,040 2 2- C C a Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Re c o u p 0. 5 0 10 0 % $0 $0 $3 1 1 , 8 3 0 $311,830 2 2- C C b Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Ne w 0. 5 0 10 0 % $2 7 3 , 8 8 0 $7 9 , 8 0 0 $ 1 , 3 6 9 , 4 0 0 $1,723,080 2 2- D D Vi c t o r y L n Co l e m a n S t Fr o n t i e r P k w y Ne w 0. 3 6 10 0 % $2 9 9 , 8 6 0 $ 3 3 8 , 4 0 0 $ 1 , 4 9 9 , 3 0 0 $2,137,560 2 2- E E Mc K i n l e y S t Fi r s t S t Co l e m a n S t Ne w 0. 6 1 10 0 % $5 9 9 , 6 4 0 $ 4 1 8 , 6 0 0 $ 2 , 9 9 8 , 2 0 0 $4,016,440 2 2- F F Cr a i g R d P r e s t o n R d Br o a d w a y S t Ne w 0. 4 2 10 0 % $3 7 2 , 6 4 0 $0 $ 1 , 8 6 3 , 2 0 0 $2,235,840 2 2- G G a Br o a d w a y S t M c K i n l e y S t Co l e m a n S t Ne w 0. 2 2 10 0 % $1 9 1 , 2 0 0 $0 $9 5 6 , 0 0 0 $1,147,200 2 2- G G b Br o a d w a y S t C o l e m a n S t Pr e s t o n R d Ne w 0. 7 0 10 0 % $5 2 4 , 1 4 0 $0 $ 2 , 6 2 0 , 7 0 0 $3,144,840 2 I- 4 Si g n a l I n s t a l l a t i o n C o i t R d Ri c h l a n d B l v d Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 2 I- 5 Si g n a l I n s t a l l a t i o n C o i t R d Pr o s p e r T r l Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 2 I- 6 Si g n a l I n s t a l l a t i o n C o i t R d Fi r s t S t Ne w 0. 0 0 10 0 % $0 $0 $1 7 5 , 0 0 0 $175,000 2/ X I- 7 Si g n a l I n s t a l l a t i o n V i c t o r y L n F r o n t i e r P k w y Ne w 0. 0 0 50 % $0 $0 $8 7 , 5 0 0 $87,500 Su b - t o t a l S A 2 32 . 0 4 $1 4 , 4 2 6 , 7 5 0 $ 6 , 7 7 1 , 3 9 0 $ 9 1 , 4 6 1 , 4 1 8 $ 1 1 2 , 6 5 9 , 5 5 8 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 2-A Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,500,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition -$ -$ -$ Impact Fee Project Cost Estimate Total:2,500,000$ Town Contribution Cost per sq. ft.: 120 Raised 74 Widening of state facility from a two-lane facility to a six-lane divided facility. The Town of Prosper contributed $2.5M. Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Preston Rd. US 380 to Frontier Pkwy. 6-Lane Divided 17,160 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-B Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 0 STA 2,000.00$ -$ 2 Unclassified Street Excavation 7,400 CY 10.00$ 74,000$ 3 8" Concrete Pavement w/6" Curb 14,800 SY 44.00$ 651,200$ 4 6" Lime Stabilized Subgrade 17,200 SY 2.00$ 34,400$ 5 Lime for Stabilization (27lbs/SY) 240 TON 150.00$ 36,000$ 6 Concrete Driveway Approach 0 EA 2,500.00$ -$ 7 4" Concrete Sidewalk and Ramps 0 SY 50.00$ -$ 8 Block Sodding and Topsoil 6,000 SY 5.00$ 30,000$ Paving Estimate Subtotal:825,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%16,600$ 10 5%41,300$ 11 3%24,800$ 12 0%-$ Other Components Estimate Subtotal:82,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 453,400.00$ 453,400$ 14 Illumination 403,000.00$ 403,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:856,400$ I, II, & III Construction Subtotal:1,764,700$ Mobilization 5%88,300$ Contingency 15%278,000$ Construction Cost Estimate Total:2,131,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,131,000$ Engineering/Survey/Testing 20%426,200$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,557,200$ Cost per sq. ft.: Traffic Control Erosion Control None None None None $450,000/mi 25 Pavement Markings & Signage Construction of median lanes to complete the 6-lane divided facility $400,000/mi Coit Rd. US 380 to First St. 2-Lane Divided 5,320 Town of Prosper Drainage Improvements (RCP, Inlets, MH, Outfalls) Impact Fee Engineer's Opinion of Probable Construction Cost Estimate 120 Raised 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-C Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 106 STA 2,000.00$ 212,000$ 2 Unclassified Street Excavation 43,600 CY 10.00$ 436,000$ 3 8" Concrete Pavement w/6" Curb 87,200 SY 44.00$ 3,836,800$ 4 6" Lime Stabilized Subgrade 91,900 SY 2.00$ 183,800$ 5 Lime for Stabilization (27lbs/SY) 1,250 TON 150.00$ 187,500$ 6 Concrete Driveway Approach 10 EA 2,500.00$ 25,000$ 7 4" Concrete Sidewalk and Ramps 9,430 SY 50.00$ 471,500$ 8 Block Sodding and Topsoil 44,800 SY 5.00$ 224,000$ Paving Estimate Subtotal:5,576,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%111,600$ 10 5%278,900$ 11 3%167,300$ 12 20%1,115,400$ Other Components Estimate Subtotal:1,673,200$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 903,400.00$ 903,400$ 14 Illumination 803,000.00$ 803,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,706,400$ I, II, & III Construction Subtotal:8,956,200$ Mobilization 5%447,900$ Contingency 15%1,410,700$ Construction Cost Estimate Total:10,814,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -10,814,800$ Engineering/Survey/Testing 20%2,162,960$ Right-of-Way Acquisition 2.00$ 1,272,000$ 1,272,000$ Impact Fee Project Cost Estimate Total:14,249,760$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 Reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coit Rd. First St. to Frontier Pkwy. 6-Lane Divided 10,600 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-D Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,816,800$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Other -(531,915)$ Impact Fee Project Cost Estimate Total:1,284,885$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coit Rd. US 380 To First St. 4-Lane Divided 5,330 90 Raised 50 Widening of Coit Rd from two to four lanes. See note belows. Collin County Contribution Note: The widening of Coit Rd. and First St. to four lane divided sections was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes for both Coit Rd. and First St. (2-T) was $4,542,000. $1,816,800 (40%) of this cost has been included to cover the portion of the project on Coit Rd. from US 380 to First St. Collin County's contribution was $1,329,787 ($531,915 for this portion at 40%) and has been removed from the cost of this project to cover the portion of the project within these limits. Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-F Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 66 STA 2,000.00$ 132,000$ 2 Unclassified Street Excavation 27,000 CY 10.00$ 270,000$ 3 8" Concrete Pavement w/6" Curb 54,000 SY 44.00$ 2,376,000$ 4 6" Lime Stabilized Subgrade 56,900 SY 2.00$ 113,800$ 5 Lime for Stabilization (27lbs/SY) 770 TON 150.00$ 115,500$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 5,840 SY 50.00$ 292,000$ 8 Block Sodding and Topsoil 27,700 SY 5.00$ 138,500$ Paving Estimate Subtotal:3,455,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%69,200$ 10 5%172,800$ 11 3%103,700$ 12 20%691,100$ Other Components Estimate Subtotal:1,036,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 559,000.00$ 559,000$ 14 Illumination 496,900.00$ 496,900$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,305,900$ I, II, & III Construction Subtotal:5,798,000$ Mobilization 5%289,900$ Contingency 15%913,200$ Construction Cost Estimate Total:7,001,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,400,220$ Engineering/Survey/Testing 20%280,044$ Right-of-Way Acquisition 2.00$ 787,200$ 157,440$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,837,704$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane highway facility into a six-lane divided facility. Boundary between Prosper and McKinney's ETJ is on the CL of Custer Rd. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Custer Rd. US 380 to First St. 6-Lane Divided 6,560 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-G Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 41 STA 2,000.00$ 82,000$ 2 Unclassified Street Excavation 16,500 CY 10.00$ 165,000$ 3 8" Concrete Pavement w/6" Curb 33,000 SY 44.00$ 1,452,000$ 4 6" Lime Stabilized Subgrade 34,800 SY 2.00$ 69,600$ 5 Lime for Stabilization (27lbs/SY) 470 TON 150.00$ 70,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,570 SY 50.00$ 178,500$ 8 Block Sodding and Topsoil 17,000 SY 5.00$ 85,000$ Paving Estimate Subtotal:2,112,600$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%42,300$ 10 5%105,700$ 11 3%63,400$ 12 20%422,600$ Other Components Estimate Subtotal:634,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 341,700.00$ 341,700$ 14 Illumination 303,700.00$ 303,700$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:895,400$ I, II, & III Construction Subtotal:3,642,000$ Mobilization 5%182,100$ Contingency 15%573,700$ Construction Cost Estimate Total:4,397,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -879,560$ Engineering/Survey/Testing 20%175,912$ Right-of-Way Acquisition 2.00$ 481,200$ 96,240$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,151,712$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane highway facility into a six-lane divided facility. Boundary between Prosper and McKinney's ETJ is on the CL of Custer Rd. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Custer Rd. First St. to Prosper Trl. 6-Lane Divided 4,010 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-H Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 27 STA 2,000.00$ 54,000$ 2 Unclassified Street Excavation 10,800 CY 10.00$ 108,000$ 3 8" Concrete Pavement w/6" Curb 21,500 SY 44.00$ 946,000$ 4 6" Lime Stabilized Subgrade 22,600 SY 2.00$ 45,200$ 5 Lime for Stabilization (27lbs/SY) 310 TON 150.00$ 46,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 2,320 SY 50.00$ 116,000$ 8 Block Sodding and Topsoil 11,000 SY 5.00$ 55,000$ Paving Estimate Subtotal:1,378,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%27,600$ 10 5%69,000$ 11 3%41,400$ 12 20%275,700$ Other Components Estimate Subtotal:413,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 222,000.00$ 222,000$ 14 Illumination 197,300.00$ 197,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:419,300$ I, II, & III Construction Subtotal:2,211,200$ Mobilization 5%110,600$ Contingency 15%348,300$ Construction Cost Estimate Total:2,670,100$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -534,020$ Engineering/Survey/Testing 20%106,804$ Right-of-Way Acquisition 2.00$ 312,600$ 62,520$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)703,344$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane highway facility into a six-lane divided facility. Boundary between Prosper and McKinney's ETJ is on the CL of Custer Rd. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Custer Rd. Prosper Trl. To 2,605'N. of Prosper Trl. 6-Lane Divided 2,605 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-I Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,650,000$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate TOTAL:3,650,000$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 BNSF RR to Preston Rd. 6-Lane Divided 4,915 120 Raised 74 Widening of Frontier Pkwy. (FM 1461) to a six-lane divided facility from the DNT to Preston Rd. is part of the 2007 Collin County Bond Program. See note below. Note: The widening of Frontier Pkwy. (Collin County Road No. 5/BUS 289) to a six-lane divided facility from the DNT to Preston Road is part of the 2007 Collin County Bond Program. The estimated cost of this project is $16 million which includes a $3.5 million overpass. Prosper is anticipated to pay $3,650,000 for the overpass which is all included in Service Area 2. Anticipated Town Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-J Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 52 STA 2,000.00$ 104,000$ 2 Unclassified Street Excavation 21,300 CY 10.00$ 213,000$ 3 8" Concrete Pavement w/6" Curb 42,600 SY 44.00$ 1,874,400$ 4 6" Lime Stabilized Subgrade 44,900 SY 2.00$ 89,800$ 5 Lime for Stabilization (27lbs/SY) 610 TON 150.00$ 91,500$ 6 Concrete Driveway Approach 5 EA 2,500.00$ 12,500$ 7 4" Concrete Sidewalk and Ramps 4,600 SY 50.00$ 230,000$ 8 Block Sodding and Topsoil 21,900 SY 5.00$ 109,500$ Paving Estimate Subtotal:2,724,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%54,500$ 10 5%136,300$ 11 3%81,800$ 12 20%545,000$ Other Components Estimate Subtotal:817,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 441,000.00$ 441,000$ 14 Illumination 392,000.00$ 392,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:833,000$ I, II, & III Construction Subtotal:4,375,300$ Mobilization 5%218,800$ Contingency 15%689,200$ Construction Cost Estimate Total:5,283,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,056,660$ Engineering/Survey/Testing 20%211,332$ Right-of-Way Acquisition 2.00$ 621,000$ 124,200$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)1,392,192$ None None None 20% Town Contribution Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. Boundary between Prosper and Celina is on the CL of Frontier Pkwy. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 Preston Rd to Coit Rd 6-Lane Divided 5,175 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-K Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 106 STA 2,000.00$ 212,000$ 2 Unclassified Street Excavation 43,300 CY 10.00$ 433,000$ 3 8" Concrete Pavement w/6" Curb 86,500 SY 44.00$ 3,806,000$ 4 6" Lime Stabilized Subgrade 91,200 SY 2.00$ 182,400$ 5 Lime for Stabilization (27lbs/SY) 1,240 TON 150.00$ 186,000$ 6 Concrete Driveway Approach 11 EA 2,500.00$ 27,500$ 7 4" Concrete Sidewalk and Ramps 9,360 SY 50.00$ 468,000$ 8 Block Sodding and Topsoil 44,500 SY 5.00$ 222,500$ Paving Estimate Subtotal:5,537,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%110,800$ 10 5%276,900$ 11 3%166,200$ 12 20%1,107,500$ Other Components Estimate Subtotal:1,661,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 896,500.00$ 896,500$ 14 Illumination 796,900.00$ 796,900$ 15 Drainage Structures -$ 500,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:2,193,400$ I, II, & III Construction Subtotal:9,392,200$ Mobilization 5%469,700$ Contingency 15%1,479,300$ Construction Cost Estimate Total:11,341,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,268,240$ Engineering/Survey/Testing 20%453,648$ Right-of-Way Acquisition 2.00$ 1,262,400$ 252,480$ Impact Fee Project Cost Estimate TOTAL (20% Town Contribution)2,974,368$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Two Minor Stream Crossings $450,000/mi $400,000/mi 120 Raised 74 TxDOT reconstruction of an existing two-lane asphalt facility into a six-lane divided facility. Boundary between Prosper and Celina is on the CL of Frontier Pkwy. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Frontier Pkwy. / FM 1461 Coit Rd. to 1,405' W. of Custer Rd 6-Lane Divided 10,520 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-L Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,546,100$ Engineering/Survey/Testing -$ Right-of-Way Acquisition -$ -$ Other -(1,197,565)$ Impact Fee Project Cost Estimate Total:1,348,535$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. BNSF RR to Preston Rd. 4-Lane Divided 5,860 Town of Prosper 90 Raised 50 Recoupment project for widening of roadway to 4-lane divided section. Note: The widening of Prosper Trl. To a four lane divided section was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes from the DNT to Preston Rd. was $4,715,000. $2,546,100 (54%) of this cost has been included to cover the portion of the project in Service Area 2 from BNSF RR to Preston Rd. Collin County's contribution was $2,217,713 from the DNT to Preston Rd. $1,197,565 (54%) of this contribution has been removed from the cost of this project to cover the portion of the project within these limits. Based on Actual Bid Tabs Cost per sq. ft.: Collin County Contribution 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-N Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 67 STA 2,000.00$ 134,000$ 2 Unclassified Street Excavation 18,500 CY 10.00$ 185,000$ 3 8" Concrete Pavement w/6" Curb 37,000 SY 44.00$ 1,628,000$ 4 6" Lime Stabilized Subgrade 39,900 SY 2.00$ 79,800$ 5 Lime for Stabilization (27lbs/SY) 540 TON 150.00$ 81,000$ 6 Concrete Driveway Approach 7 EA 2,500.00$ 17,500$ 7 4" Concrete Sidewalk and Ramps 5,910 SY 50.00$ 295,500$ 8 Block Sodding and Topsoil 23,700 SY 5.00$ 118,500$ Paving Estimate Subtotal:2,539,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%50,800$ 10 5%127,000$ 11 3%76,200$ 12 20%507,900$ Other Components Estimate Subtotal:761,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 566,300.00$ 566,300$ 14 Illumination 503,400.00$ 503,400$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,319,700$ I, II, & III Construction Subtotal:4,620,900$ Mobilization 5%231,100$ Contingency 15%727,800$ Construction Cost Estimate Total:5,579,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -5,579,800$ Engineering/Survey/Testing 20%1,115,960$ Right-of-Way Acquisition 2.00$ 398,700$ 398,700$ Impact Fee Project Cost Estimate Total:7,094,460$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. Coit Rd. to 3,995' W. of Custer Rd 4-Lane Divided 6,645 Town of Prosper 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Oa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 10 STA 2,000.00$ 20,000$ 2 Unclassified Street Excavation 2,600 CY 10.00$ 26,000$ 3 8" Concrete Pavement w/6" Curb 5,100 SY 44.00$ 224,400$ 4 6" Lime Stabilized Subgrade 5,500 SY 2.00$ 11,000$ 5 Lime for Stabilization (27lbs/SY) 80 TON 150.00$ 12,000$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 810 SY 50.00$ 40,500$ 8 Block Sodding and Topsoil 3,300 SY 5.00$ 16,500$ Paving Estimate Subtotal:352,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%7,100$ 10 5%17,700$ 11 3%10,600$ 12 20%70,600$ Other Components Estimate Subtotal:106,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 77,500.00$ 77,500$ 14 Illumination 68,900.00$ 68,900$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:146,400$ I, II, & III Construction Subtotal:605,300$ Mobilization 5%30,300$ Contingency 15%95,400$ Construction Cost Estimate Total:731,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -731,000$ Engineering/Survey/Testing 20%146,200$ Right-of-Way Acquisition 2.00$ 54,600$ 54,600$ Impact Fee Project Cost Estimate Total:931,800$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 3,995' W. of Custer Rd to 3,085' W. of Custer Rd 4-Lane Divided 910 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. The boundary between Prosper and Prosper's ETJ is on the centerline of Prosper Trl. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Ob Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 5 STA 2,000.00$ 10,000$ 2 Unclassified Street Excavation 1,300 CY 10.00$ 13,000$ 3 8" Concrete Pavement w/6" Curb 2,500 SY 44.00$ 110,000$ 4 6" Lime Stabilized Subgrade 2,700 SY 2.00$ 5,400$ 5 Lime for Stabilization (27lbs/SY) 40 TON 150.00$ 6,000$ 6 Concrete Driveway Approach 1 EA 2,500.00$ 2,500$ 7 4" Concrete Sidewalk and Ramps 400 SY 50.00$ 20,000$ 8 Block Sodding and Topsoil 1,600 SY 5.00$ 8,000$ Paving Estimate Subtotal:174,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%3,500$ 10 5%8,800$ 11 3%5,300$ 12 20%35,000$ Other Components Estimate Subtotal:52,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 37,500.00$ 37,500$ 14 Illumination 33,300.00$ 33,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:70,800$ I, II, & III Construction Subtotal:298,300$ Mobilization 5%15,000$ Contingency 15%47,000$ Construction Cost Estimate Total:360,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -360,300$ Engineering/Survey/Testing 20%72,060$ Right-of-Way Acquisition 2.00$ 26,400$ 26,400$ Impact Fee Project Cost Estimate Total:458,760$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 3,085' W. of Custer Rd to 2,645' W. of Custer Rd 4-Lane Divided 440 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-P Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 8 STA 2,000.00$ 16,000$ 2 Unclassified Street Excavation 2,100 CY 10.00$ 21,000$ 3 8" Concrete Pavement w/6" Curb 4,100 SY 44.00$ 180,400$ 4 6" Lime Stabilized Subgrade 4,400 SY 2.00$ 8,800$ 5 Lime for Stabilization (27lbs/SY) 60 TON 150.00$ 9,000$ 6 Concrete Driveway Approach 0 EA 2,500.00$ -$ 7 4" Concrete Sidewalk and Ramps 650 SY 50.00$ 32,500$ 8 Block Sodding and Topsoil 2,600 SY 5.00$ 13,000$ Paving Estimate Subtotal:280,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%5,700$ 10 5%14,100$ 11 3%8,500$ 12 20%56,200$ Other Components Estimate Subtotal:84,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 62,200.00$ 62,200$ 14 Illumination 55,300.00$ 55,300$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:117,500$ I, II, & III Construction Subtotal:482,700$ Mobilization 5%24,200$ Contingency 15%76,100$ Construction Cost Estimate Total:583,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -583,000$ Engineering/Survey/Testing 20%116,600$ Right-of-Way Acquisition 2.00$ 43,800$ 43,800$ Impact Fee Project Cost Estimate Total:743,400$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 2,645' W. of Custer Rd to 1,915' W. of Custer Rd 4-Lane Divided 730 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. The boundary between Prosper and Prosper's ETJ is on the centerline of Prosper Trl. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Q Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 20 STA 2,000.00$ 40,000$ 2 Unclassified Street Excavation 5,400 CY 10.00$ 54,000$ 3 8" Concrete Pavement w/6" Curb 10,700 SY 44.00$ 470,800$ 4 6" Lime Stabilized Subgrade 11,500 SY 2.00$ 23,000$ 5 Lime for Stabilization (27lbs/SY) 160 TON 150.00$ 24,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,710 SY 50.00$ 85,500$ 8 Block Sodding and Topsoil 6,900 SY 5.00$ 34,500$ Paving Estimate Subtotal:736,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%14,800$ 10 5%36,900$ 11 3%22,200$ 12 20%147,400$ Other Components Estimate Subtotal:221,300$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 163,200.00$ 163,200$ 14 Illumination 145,000.00$ 145,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:308,200$ I, II, & III Construction Subtotal:1,266,300$ Mobilization 5%63,400$ Contingency 15%199,500$ Construction Cost Estimate Total:1,529,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,529,200$ Engineering/Survey/Testing 20%305,840$ Right-of-Way Acquisition 2.00$ 114,900$ 114,900$ Impact Fee Project Cost Estimate Total:1,949,940$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Prosper Trl. 1,915' W. of Custer Rd to Custer Rd 4-Lane Divided 1,915 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-S Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 7,400 CY 10.00$ 74,000$ 3 8" Concrete Pavement w/6" Curb 14,700 SY 44.00$ 646,800$ 4 6" Lime Stabilized Subgrade 15,200 SY 2.00$ 30,400$ 5 Lime for Stabilization (27lbs/SY) 210 TON 150.00$ 31,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,250 SY 50.00$ 162,500$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,000,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%20,100$ 10 5%50,100$ 11 3%30,100$ 14 20%200,100$ Other Components Estimate Subtotal:300,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 12 Landscaping 207,500.00$ 207,500$ 13 Illumination 184,400.00$ 184,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:391,900$ I, II, & III Construction Subtotal:1,692,500$ Mobilization 5%84,700$ Contingency 15%266,600$ Construction Cost Estimate Total:2,043,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,043,800$ Engineering/Survey/Testing 20%408,760$ Right-of-Way Acquisition 2.00$ 97,400$ 97,400$ Impact Fee Project Cost Estimate Total:2,549,960$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate First St. N. Coleman St. to Craig St. 3-Lane 2,435 Town of Prosper 65 TWLTL 54 Reconstruction of an existing two-lane asphalt facility into a three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-T Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,725,200$ Engineering/Survey/Testing 0%-$ Right-of-Way Acquisition 2.00$ -$ -$ Other -(797,872)$ Impact Fee Project Cost Estimate Total:1,927,328$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate First St. Craig St. to Coit Rd. 4-Lane Divided 7,965 90 Raised 50 Widening of First St from two to four lanes. See note belows. Note: The widening of Coit Rd. and First St. to four lane divided sections was part of the 2007 Collin County Bond Program. The cost of the widening from two to four lanes for both Coit Rd. (2-D) and First St. was $4,542,000. $2,725,200 (60%) of this cost has been included to cover the portion of the project on First St. from Craig St. to Coit Rd. Collin County's contribution was $1,329,787 ($797,872 for this portion at 60%) and has been removed from the cost of this project to cover the portion of the project within these limits. Collin County Contribution Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-U Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 109 STA 2,000.00$ 218,000$ 2 Unclassified Street Excavation 30,100 CY 10.00$ 301,000$ 3 8" Concrete Pavement w/6" Curb 60,200 SY 44.00$ 2,648,800$ 4 6" Lime Stabilized Subgrade 65,000 SY 2.00$ 130,000$ 5 Lime for Stabilization (27lbs/SY) 880 TON 150.00$ 132,000$ 6 Concrete Driveway Approach 11 EA 2,500.00$ 27,500$ 7 4" Concrete Sidewalk and Ramps 9,630 SY 50.00$ 481,500$ 8 Block Sodding and Topsoil 38,600 SY 5.00$ 193,000$ Paving Estimate Subtotal:4,131,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%82,700$ 10 5%206,600$ 11 3%124,000$ 12 20%826,400$ Other Components Estimate Subtotal:1,239,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 923,000.00$ 923,000$ 14 Illumination 820,400.00$ 820,400$ 15 Drainage Structures -$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:1,993,400$ I, II, & III Construction Subtotal:7,364,900$ Mobilization 5%368,300$ Contingency 15%1,160,000$ Construction Cost Estimate Total:8,893,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -8,893,200$ Engineering/Survey/Testing 20%1,778,640$ Right-of-Way Acquisition 2.00$ 649,800$ 649,800$ Impact Fee Project Cost Estimate Total:11,321,640$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate First St. Coit Rd. to Custer Rd. 4-Lane Divided 10,830 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-V Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 45 STA 2,000.00$ 90,000$ 2 Unclassified Street Excavation 12,400 CY 10.00$ 124,000$ 3 8" Concrete Pavement w/6" Curb 24,700 SY 44.00$ 1,086,800$ 4 6" Lime Stabilized Subgrade 26,700 SY 2.00$ 53,400$ 5 Lime for Stabilization (27lbs/SY) 370 TON 150.00$ 55,500$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,960 SY 50.00$ 198,000$ 8 Block Sodding and Topsoil 15,900 SY 5.00$ 79,500$ Paving Estimate Subtotal:1,697,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%34,000$ 10 5%84,900$ 11 3%51,000$ 12 20%339,500$ Other Components Estimate Subtotal:509,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 378,800.00$ 378,800$ 14 Illumination 336,700.00$ 336,700$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:715,500$ I, II, & III Construction Subtotal:2,922,100$ Mobilization 5%146,200$ Contingency 15%460,300$ Construction Cost Estimate Total:3,528,600$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,528,600$ Engineering/Survey/Testing 20%705,720$ Right-of-Way Acquisition 2.00$ 800,100$ 800,100$ Impact Fee Project Cost Estimate Total:5,034,420$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Lovers Ln. BNSF RR to Preston Rd. 4-Lane Divided 4,445 Town of Prosper 90 Raised 50 Construction of a new-four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-W Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 34 STA 2,000.00$ 68,000$ 2 Unclassified Street Excavation 9,400 CY 10.00$ 94,000$ 3 8" Concrete Pavement w/6" Curb 18,800 SY 44.00$ 827,200$ 4 6" Lime Stabilized Subgrade 20,300 SY 2.00$ 40,600$ 5 Lime for Stabilization (27lbs/SY) 280 TON 150.00$ 42,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 3,000 SY 50.00$ 150,000$ 8 Block Sodding and Topsoil 12,000 SY 5.00$ 60,000$ Paving Estimate Subtotal:1,289,300$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%25,800$ 10 5%64,500$ 11 3%38,700$ 12 20%257,900$ Other Components Estimate Subtotal:386,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 287,600.00$ 287,600$ 14 Illumination 255,600.00$ 255,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:543,200$ I, II, & III Construction Subtotal:2,219,400$ Mobilization 5%111,000$ Contingency 15%349,600$ Construction Cost Estimate Total:2,680,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,680,000$ Engineering/Survey/Testing 20%536,000$ Right-of-Way Acquisition 2.00$ 202,500$ 202,500$ Impact Fee Project Cost Estimate Total:3,418,500$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Lovers Ln. Preston Rd. to US 380 4-Lane Divided 3,375 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane gravel facility into a new-four lane divided facility located between Preston Rd. and the US 380. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Xa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 39 STA 2,000.00$ 78,000$ 2 Unclassified Street Excavation 10,900 CY 10.00$ 109,000$ 3 8" Concrete Pavement w/6" Curb 21,700 SY 44.00$ 954,800$ 4 6" Lime Stabilized Subgrade 23,400 SY 2.00$ 46,800$ 5 Lime for Stabilization (27lbs/SY) 320 TON 150.00$ 48,000$ 6 Concrete Driveway Approach 4 EA 2,500.00$ 10,000$ 7 4" Concrete Sidewalk and Ramps 3,460 SY 50.00$ 173,000$ 8 Block Sodding and Topsoil 13,900 SY 5.00$ 69,500$ Paving Estimate Subtotal:1,489,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%29,800$ 10 5%74,500$ 11 3%44,700$ 12 20%297,900$ Other Components Estimate Subtotal:446,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 331,500.00$ 331,500$ 14 Illumination 294,600.00$ 294,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:626,100$ I, II, & III Construction Subtotal:2,562,100$ Mobilization 5%128,200$ Contingency 15%403,600$ Construction Cost Estimate Total:3,093,900$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,093,900$ Engineering/Survey/Testing 20%618,780$ Right-of-Way Acquisition 2.00$ 700,200$ 700,200$ Impact Fee Project Cost Estimate Total:4,412,880$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Richland Blvd. N. Coleman St. to 700' W. of La Cima 4-Lane Divided 3,890 Town of Prosper 90 Raised 50 Construction of a new-four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Xb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 12 STA 2,000.00$ 24,000$ 2 Unclassified Street Excavation 1,600 CY 10.00$ 16,000$ 3 8" Concrete Pavement w/6" Curb 3,200 SY 44.00$ 140,800$ 4 6" Lime Stabilized Subgrade 3,800 SY 2.00$ 7,600$ 5 Lime for Stabilization (27lbs/SY) 60 TON 150.00$ 9,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 520 SY 50.00$ 26,000$ 8 Block Sodding and Topsoil 2,100 SY 5.00$ 10,500$ Paving Estimate Subtotal:238,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%4,800$ 10 5%12,000$ 11 3%7,200$ 12 20%47,800$ Other Components Estimate Subtotal:71,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 98,000.00$ 98,000$ 14 Illumination 87,100.00$ 87,100$ 15 Drainage Structures 100,000.00$ 100,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:285,100$ I, II, & III Construction Subtotal:595,800$ Mobilization 5%29,800$ Contingency 15%93,900$ Construction Cost Estimate Total:719,500$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -719,500$ Engineering/Survey/Testing 20%143,900$ Right-of-Way Acquisition 2.00$ 207,000$ 207,000$ Impact Fee Project Cost Estimate Total:1,070,400$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Richland Blvd. 700' W. of La Cima to 450' E. of La Cima 2-Lane Divided 1,150 90 Raised 25 Construction of remaining 2 lanes of ultimate four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Stream Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Xc Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 30 STA 2,000.00$ 60,000$ 2 Unclassified Street Excavation 8,300 CY 10.00$ 83,000$ 3 8" Concrete Pavement w/6" Curb 16,600 SY 44.00$ 730,400$ 4 6" Lime Stabilized Subgrade 17,900 SY 2.00$ 35,800$ 5 Lime for Stabilization (27lbs/SY) 250 TON 150.00$ 37,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 2,650 SY 50.00$ 132,500$ 8 Block Sodding and Topsoil 10,600 SY 5.00$ 53,000$ Paving Estimate Subtotal:1,139,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%22,800$ 10 5%57,000$ 11 3%34,200$ 12 20%228,000$ Other Components Estimate Subtotal:342,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 253,900.00$ 253,900$ 14 Illumination 225,700.00$ 225,700$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:479,600$ I, II, & III Construction Subtotal:1,961,300$ Mobilization 5%98,100$ Contingency 15%309,000$ Construction Cost Estimate Total:2,368,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,368,400$ Engineering/Survey/Testing 20%473,680$ Right-of-Way Acquisition 2.00$ 536,400$ 536,400$ Impact Fee Project Cost Estimate Total:3,378,480$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Richland Blvd. 450' E. of La Cima to Prosper Commons 4-Lane Divided 2,980 90 Raised 50 Construction of a new-four lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Ya Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 42 STA 2,000.00$ 84,000$ 2 Unclassified Street Excavation 11,500 CY 10.00$ 115,000$ 3 8" Concrete Pavement w/6" Curb 22,900 SY 44.00$ 1,007,600$ 4 6" Lime Stabilized Subgrade 24,800 SY 2.00$ 49,600$ 5 Lime for Stabilization (27lbs/SY) 340 TON 150.00$ 51,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,670 SY 50.00$ 183,500$ 8 Block Sodding and Topsoil 14,700 SY 5.00$ 73,500$ Paving Estimate Subtotal:1,569,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%31,400$ 10 5%78,500$ 11 3%47,100$ 12 20%313,900$ Other Components Estimate Subtotal:470,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 351,100.00$ 351,100$ 14 Illumination 312,100.00$ 312,100$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:913,200$ I, II, & III Construction Subtotal:2,953,300$ Mobilization 5%147,700$ Contingency 15%465,200$ Construction Cost Estimate Total:3,566,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -3,566,200$ Engineering/Survey/Testing 20%713,240$ Right-of-Way Acquisition 2.00$ 247,200$ 247,200$ Impact Fee Project Cost Estimate Total:4,526,640$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Preston Rd. to First St. 4-Lane Divided 4,120 Town of Prosper 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Yb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 7,400 CY 10.00$ 74,000$ 3 8" Concrete Pavement w/6" Curb 14,700 SY 44.00$ 646,800$ 4 6" Lime Stabilized Subgrade 15,200 SY 2.00$ 30,400$ 5 Lime for Stabilization (27lbs/SY) 210 TON 150.00$ 31,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 3,250 SY 50.00$ 162,500$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,000,200$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%20,100$ 10 5%50,100$ 11 3%30,100$ 12 20%200,100$ Other Components Estimate Subtotal:300,400$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 207,500.00$ 207,500$ 14 Illumination 184,400.00$ 184,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:391,900$ I, II, & III Construction Subtotal:1,692,500$ Mobilization 5%84,700$ Contingency 15%266,600$ Construction Cost Estimate Total:2,043,800$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,043,800$ Engineering/Survey/Testing 20%408,760$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,452,560$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. First St. to Reynolds Middle School 3-Lane 2,435 65 TWLTL 54 Reconstruction of an existing two-lane asphalt facility into a three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Z Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 19 STA 2,000.00$ 38,000$ 2 Unclassified Street Excavation 5,300 CY 10.00$ 53,000$ 3 8" Concrete Pavement w/6" Curb 10,500 SY 44.00$ 462,000$ 4 6" Lime Stabilized Subgrade 11,300 SY 2.00$ 22,600$ 5 Lime for Stabilization (27lbs/SY) 160 TON 150.00$ 24,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,680 SY 50.00$ 84,000$ 8 Block Sodding and Topsoil 6,700 SY 5.00$ 33,500$ Paving Estimate Subtotal:722,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%14,500$ 10 5%36,200$ 11 3%21,700$ 12 20%144,500$ Other Components Estimate Subtotal:216,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 160,200.00$ 160,200$ 14 Illumination 142,400.00$ 142,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:302,600$ I, II, & III Construction Subtotal:1,241,600$ Mobilization 5%62,100$ Contingency 15%195,600$ Construction Cost Estimate Total:1,499,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,499,300$ Engineering/Survey/Testing 20%299,860$ Right-of-Way Acquisition 2.00$ 112,800$ 112,800$ Impact Fee Project Cost Estimate Total:1,911,960$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Reynolds Middle School to Prosper Trl. 4-Lane Divided 1,880 90 Raised 50 Reconstruction of an existing two-lane asphalt facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-AAa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 25 STA 2,000.00$ 50,000$ 2 Unclassified Street Excavation 3,400 CY 10.00$ 34,000$ 3 8" Concrete Pavement w/6" Curb 6,700 SY 44.00$ 294,800$ 4 6" Lime Stabilized Subgrade 7,800 SY 2.00$ 15,600$ 5 Lime for Stabilization (27lbs/SY) 110 TON 150.00$ 16,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,070 SY 50.00$ 53,500$ 8 Block Sodding and Topsoil 4,300 SY 5.00$ 21,500$ Paving Estimate Subtotal:490,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%9,900$ 10 5%24,600$ 11 3%14,800$ 12 20%98,200$ Other Components Estimate Subtotal:147,500$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 204,900.00$ 204,900$ 14 Illumination 182,100.00$ 182,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:387,000$ I, II, & III Construction Subtotal:1,025,400$ Mobilization 5%51,300$ Contingency 15%161,600$ Construction Cost Estimate Total:1,238,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,238,300$ Engineering/Survey/Testing 20%247,660$ Right-of-Way Acquisition 2.00$ 72,150$ 72,150$ Impact Fee Project Cost Estimate Total:1,558,110$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Prosper Trl. To Talon 2-Lane Divided 2,405 Town of Prosper 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-BBa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 34 STA 2,000.00$ 68,000$ 2 Unclassified Street Excavation 4,700 CY 10.00$ 47,000$ 3 8" Concrete Pavement w/6" Curb 9,400 SY 44.00$ 413,600$ 4 6" Lime Stabilized Subgrade 10,900 SY 2.00$ 21,800$ 5 Lime for Stabilization (27lbs/SY) 150 TON 150.00$ 22,500$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,510 SY 50.00$ 75,500$ 8 Block Sodding and Topsoil 6,100 SY 5.00$ 30,500$ Paving Estimate Subtotal:686,400$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%13,800$ 10 5%34,400$ 11 3%20,600$ 12 20%137,300$ Other Components Estimate Subtotal:206,100$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 288,000.00$ 288,000$ 14 Illumination 256,000.00$ 256,000$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:544,000$ I, II, & III Construction Subtotal:1,436,500$ Mobilization 5%71,900$ Contingency 15%226,300$ Construction Cost Estimate Total:1,734,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,734,700$ Engineering/Survey/Testing 20%346,940$ Right-of-Way Acquisition 2.00$ 101,400$ 101,400$ Impact Fee Project Cost Estimate Total:2,183,040$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Talon To Victory Ln 2-Lane Divided 3,380 Town of Prosper 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-CCa Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 27 STA 2,000.00$ 54,000$ 2 Unclassified Street Excavation 3,700 CY 10.00$ 37,000$ 3 8" Concrete Pavement w/6" Curb 7,400 SY 44.00$ 325,600$ 4 6" Lime Stabilized Subgrade 8,600 SY 2.00$ 17,200$ 5 Lime for Stabilization (27lbs/SY) 120 TON 150.00$ 18,000$ 6 Concrete Driveway Approach 3 EA 2,500.00$ 7,500$ 7 4" Concrete Sidewalk and Ramps 1,190 SY 50.00$ 59,500$ 8 Block Sodding and Topsoil 4,800 SY 5.00$ 24,000$ Paving Estimate Subtotal:542,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%10,900$ 10 5%27,200$ 11 3%16,300$ 12 20%108,600$ Other Components Estimate Subtotal:163,000$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 226,700.00$ 226,700$ 14 Illumination 201,500.00$ 201,500$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:428,200$ I, II, & III Construction Subtotal:1,134,000$ Mobilization 5%56,700$ Contingency 15%178,700$ Construction Cost Estimate Total:1,369,400$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,369,400$ Engineering/Survey/Testing 20%273,880$ Right-of-Way Acquisition 2.00$ 79,800$ 79,800$ Impact Fee Project Cost Estimate Total:1,723,080$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Coleman St. Victory Ln. to Preston Rd. 2-Lane Divided 2,660 90 Raised 25 Widening of an existing two-lane concrete facility into a four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-DD Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 19 STA 2,000.00$ 38,000$ 2 Unclassified Street Excavation 5,300 CY 10.00$ 53,000$ 3 8" Concrete Pavement w/6" Curb 10,500 SY 44.00$ 462,000$ 4 6" Lime Stabilized Subgrade 11,300 SY 2.00$ 22,600$ 5 Lime for Stabilization (27lbs/SY) 160 TON 150.00$ 24,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 1,680 SY 50.00$ 84,000$ 8 Block Sodding and Topsoil 6,700 SY 5.00$ 33,500$ Paving Estimate Subtotal:722,100$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%14,500$ 10 5%36,200$ 11 3%21,700$ 12 20%144,500$ Other Components Estimate Subtotal:216,900$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 160,200.00$ 160,200$ 14 Illumination 142,400.00$ 142,400$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:302,600$ I, II, & III Construction Subtotal:1,241,600$ Mobilization 5%62,100$ Contingency 15%195,600$ Construction Cost Estimate Total:1,499,300$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,499,300$ Engineering/Survey/Testing 20%299,860$ Right-of-Way Acquisition 2.00$ 338,400$ 338,400$ Impact Fee Project Cost Estimate Total:2,137,560$ Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Victory Ln. Coleman St. to Frontier Pkwy. 4-Lane Divided 1,880 Town of Prosper 90 Raised 50 Construction of a new four-lane divided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-EE Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 33 STA 2,000.00$ 66,000$ 2 Unclassified Street Excavation 9,700 CY 10.00$ 97,000$ 3 8" Concrete Pavement w/6" Curb 19,400 SY 44.00$ 853,600$ 4 6" Lime Stabilized Subgrade 20,100 SY 2.00$ 40,200$ 5 Lime for Stabilization (27lbs/SY) 280 TON 150.00$ 42,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 4,300 SY 50.00$ 215,000$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:1,318,800$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%26,400$ 10 5%66,000$ 11 3%39,600$ 12 20%263,800$ Other Components Estimate Subtotal:395,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 274,400.00$ 274,400$ 14 Illumination 243,900.00$ 243,900$ 15 Drainage Structures 250,000.00$ 250,000$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:768,300$ I, II, & III Construction Subtotal:2,482,900$ Mobilization 5%124,200$ Contingency 15%391,100$ Construction Cost Estimate Total:2,998,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,998,200$ Engineering/Survey/Testing 20%599,640$ Right-of-Way Acquisition 2.00$ 418,600$ 418,600$ Impact Fee Project Cost Estimate Total:4,016,440$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate McKinley St. First St. to Coleman St. 3-Lane 3,220 65 TWLTL 54 Construction of a new three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) Minor Crossing $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-FF Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 23 STA 2,000.00$ 46,000$ 2 Unclassified Street Excavation 6,700 CY 10.00$ 67,000$ 3 8" Concrete Pavement w/6" Curb 13,400 SY 44.00$ 589,600$ 4 6" Lime Stabilized Subgrade 13,900 SY 2.00$ 27,800$ 5 Lime for Stabilization (27lbs/SY) 190 TON 150.00$ 28,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 2,960 SY 50.00$ 148,000$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:911,900$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%18,300$ 10 5%45,600$ 11 3%27,400$ 12 20%182,400$ Other Components Estimate Subtotal:273,700$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 189,200.00$ 189,200$ 14 Illumination 168,100.00$ 168,100$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:357,300$ I, II, & III Construction Subtotal:1,542,900$ Mobilization 5%77,200$ Contingency 15%243,100$ Construction Cost Estimate Total:1,863,200$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -1,863,200$ Engineering/Survey/Testing 20%372,640$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:2,235,840$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Craig Rd. Preston Rd. to Broadway St. 3-Lane 2,220 65 TWLTL 54 Reconstruction of an existing two-lane asphalt facility into a three-lane undivided facility. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-Gga Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 12 STA 2,000.00$ 24,000$ 2 Unclassified Street Excavation 1,700 CY 10.00$ 17,000$ 3 8" Concrete Pavement w/6" Curb 3,300 SY 44.00$ 145,200$ 4 6" Lime Stabilized Subgrade 3,500 SY 2.00$ 7,000$ 5 Lime for Stabilization (27lbs/SY) 50 TON 150.00$ 7,500$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 5,180 SY 50.00$ 259,000$ 8 Block Sodding and Topsoil 0 SY 5.00$ -$ Paving Estimate Subtotal:464,700$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%9,300$ 10 5%23,300$ 11 3%14,000$ 12 20%93,000$ Other Components Estimate Subtotal:139,600$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 13 Landscaping 99,200.00$ 99,200$ 14 Illumination 88,200.00$ 88,200$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:187,400$ I, II, & III Construction Subtotal:791,700$ Mobilization 5%39,600$ Contingency 15%124,700$ Construction Cost Estimate Total:956,000$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -956,000$ Engineering/Survey/Testing 20%191,200$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:1,147,200$ Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Broadway St. McKinley St. to Coleman 2-Lane 1,165 100 None 25 Reconstruction of an existing two-lane asphalt facility into a tw-lane undivided facility with on-street parking per Old Town Transportation Plan. Pavement Markings & Signage Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi None None None Cost per sq. ft.: 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 2-GGb Roadway Information: Roadway Type: Length (lf): Right-of-Way Width (ft.): Median Type: Pavement Width (BOC - BOC): Description: Roadway Construction Cost Estimate: I. Paving Construction Cost Estimate Item No.Item Description Quantity Unit Unit Cost Item Cost 1 Right of Way Preparation 37 STA 2,000.00$ 74,000$ 2 Unclassified Street Excavation 7,000 CY 10.00$ 70,000$ 3 8" Concrete Pavement w/6" Curb 13,900 SY 44.00$ 611,600$ 4 6" Lime Stabilized Subgrade 14,700 SY 2.00$ 29,400$ 5 Lime for Stabilization (27lbs/SY) 200 TON 150.00$ 30,000$ 6 Concrete Driveway Approach 2 EA 2,500.00$ 5,000$ 7 4" Concrete Sidewalk and Ramps 6,520 SY 50.00$ 326,000$ 8 Block Sodding and Topsoil 13,900 SY 5.00$ 69,500$ Paving Estimate Subtotal:1,215,500$ II. Non-Paving Construction Components Item No.Item Description Pct. Of Paving Item Cost 9 2%24,400$ 10 5%60,800$ 11 3%36,500$ 14 20%243,100$ Other Components Estimate Subtotal:364,800$ III. Special Construction Components Item No.Item Description Notes Allowance Item Cost 12 Landscaping 312,300.00$ 312,300$ 13 Illumination 277,600.00$ 277,600$ 15 Drainage Structures -$ -$ 16 Bridge Structures -$ -$ 17 Traffic Signals -$ -$ 18 Other -$ -$ Special Components Estimate Subtotal:589,900$ I, II, & III Construction Subtotal:2,170,200$ Mobilization 5%108,600$ Contingency 15%341,900$ Construction Cost Estimate Total:2,620,700$ Impact Fee Cost Estimate Summary Item Description Notes Allowance Item Cost Construction -2,620,700$ Engineering/Survey/Testing 20%524,140$ Right-of-Way Acquisition 2.00$ -$ -$ Impact Fee Project Cost Estimate Total:3,144,840$ None None None Cost per sq. ft.: Traffic Control Erosion Control Drainage Improvements (RCP, Inlets, MH, Outfalls) None $450,000/mi $400,000/mi 100 Raised 34 Reconstruction of an existing two-lane asphalt facility into a two-lane divided facility per Old Town Transportation Plan. Pavement Markings & Signage Town of Prosper Impact Fee Engineer's Opinion of Probable Construction Cost Estimate Broadway St. Coleman to Preston Rd. 2-Lane 3,665 2016 Impact Fee Update Town of Prosper Freese and Nichols, Inc. Updated: 06/13/2016 Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix G CIP Service Units of Supply Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n P e a k H o u r V o l u m e * VM T S u p p l y V M T D e m a n d E x c e s s Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a A B T o t a l Pk H r T o t a l P k H r T o t a l V M T C a p a c i t y 52 8 0 1/ X 1- A FM 1 3 8 5 US 3 8 0 Ge e R d Ne w 0. 9 4 50 % 40 6 0 40 6 1 9 7 4 3 8 2 1 5 9 2 1/ X 1- B FM 1 3 8 5 Ge e R d Pa r v i n R d Ne w 1. 3 9 50 % 40 6 0 40 6 2 9 1 9 5 6 4 2 3 5 5 1 1- C a Ge e R d US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 6 10 0 % 50 5 0 10 0 1 0 6 4 76 9 8 8 1 1- C b Ge e R d US 3 8 0 Fi s h T r a p R d Ne w 0. 7 6 10 0 % 0 0 0 2 1 2 8 0 2 1 2 8 1 1- C c Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % 50 5 0 10 0 1 0 2 2 73 9 4 9 1 1- C d Ge e R d Fi s h T r a p R d FM 1 3 8 5 Ne w 0. 7 3 10 0 % 0 0 0 2 0 4 4 0 2 0 4 4 1 1- D a Te e l P k w y US 3 8 0 Fi s h T r a p R d Re c o u p 0. 7 3 10 0 % 20 0 1 0 0 30 0 1 0 2 2 2 1 9 8 0 3 1 1- D b Te e l P k w y US 3 8 0 Fi s h T r a p R d Ne w 0. 7 3 10 0 % 0 0 0 2 0 4 4 0 2 0 4 4 1/ X 1- E a Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l R e c o u p 0. 7 5 50 % 0 1 0 0 10 0 5 2 5 75 4 5 0 1/ X 1- E b Te e l P k w y Fi s h T r a p R d 26 8 0 ' S o f P r o s p e r T r l N e w 0. 7 5 50 % 0 0 0 1 0 5 0 0 1 0 5 0 1/ X 1- E c Te e l P k w y 26 8 0 ' S o f P r o s p e r T r l 1 7 0 5 ' S o f P r o s p e r T r l N e w 0. 1 8 50 % 0 1 0 0 10 0 3 7 8 18 3 6 0 1 1- F Te e l P k w y 17 0 5 ' S o f P r o s p e r T r l P r o s p e r T r l Ne w 0. 3 2 10 0 % 20 0 1 0 0 30 0 1 3 4 4 96 1 2 4 8 1 1- G Te e l P k w y Pr o s p e r T r l Pa r v i n R d Ne w 0. 5 4 10 0 % 0 0 0 2 2 6 8 0 2 2 6 8 1 1- H a Le g a c y D r US 3 8 0 Pr a i r i e D r Re c o u p 0. 3 9 10 0 % 50 5 0 10 0 5 4 6 39 5 0 7 1 1- H b Le g a c y D r US 3 8 0 Pr a i r i e D r Ne w 0. 3 9 10 0 % 0 0 0 1 0 9 2 0 1 0 9 2 1 1- H c Le g a c y D r Pr a i r i e D r Fi s h T r a p R d Ne w 0. 6 0 10 0 % 0 0 0 2 5 2 0 0 2 5 2 0 1 1- I Le g a c y D r Fi s h T r a p R d Ex . P a r v i n R d Ne w 1. 6 8 10 0 % 50 5 0 10 0 7 0 5 6 1 6 8 6 8 8 8 1/ X 1- J Le g a c y D r Ex . P a r v i n R d Fr o n t i e r P k w y Ne w 0. 4 6 50 % 50 0 50 9 6 6 23 9 4 3 1 1- K DN T E C o l l e c t o r US 3 8 0 13 2 0 ' S o f F i s h T r a p R d N e w 0. 7 7 10 0 % 0 0 0 6 9 3 0 6 9 3 1 1- L DN T E C o l l e c t o r 13 2 0 ' S o f F i s h T r a p R d F i s h T r a p R d Ne w 0. 2 5 10 0 % 20 2 0 40 2 2 5 10 2 1 5 1 1- M a Co o k L n F i s h T r a p R d 1 3 2 0 ' S o f P r o s p e r T r l N e w 0. 7 5 10 0 % 0 0 0 6 7 5 0 6 7 5 1 1- M b DN T E C o l l e c t o r Pr o s p e r T r l Fr o n t i e r P k w y Ne w 1. 0 0 10 0 % 0 0 0 9 0 0 0 9 0 0 1/ X 1- N Pa r v i n R d FM 1 3 8 5 36 8 0 ' E o f T e e l P k w y N e w 2. 4 4 50 % 50 0 50 5 1 2 4 1 2 2 5 0 0 2 1/ X 1- O Fr o n t i e r P k w y / F M 1 4 6 1 L e g a c y D r DN T Ne w 1. 0 8 50 % 23 3 0 23 3 2 2 6 8 2 5 2 2 0 1 6 1/ X 1- P Fr o n t i e r P k w y / F M 1 4 6 1 D N T BN S F R R Ne w 1. 0 9 50 % 23 3 0 23 3 2 2 8 9 2 5 4 2 0 3 5 1 1- Q Pr o s p e r T r l T e e l P k w y 36 6 0 ' E o f T e e l P k w y N e w 0. 6 9 10 0 % 63 7 1 13 4 1 7 9 4 92 1 7 0 2 1 1- R E- W C o l l e c t o r DN T DN T E C o l l e c t o r Ne w 0. 4 8 10 0 % 0 0 0 4 3 2 0 4 3 2 1/ X 1- S Pr o s p e r T r l 2 1 1 0 ' W o f L e g a c y D r 1 6 0 0 ' W o f L e g a c y D r N e w 0. 1 0 50 % 63 0 63 1 3 0 6 1 2 4 1 1- T Pr o s p e r T r l 1 6 0 0 ' W o f L e g a c y D r D N T N e w 1. 3 9 10 0 % 63 7 1 13 4 3 6 1 4 1 8 6 3 4 2 8 1 1- U Pr o s p e r T r l D N T BN S F R R Re c o u p 0. 8 4 10 0 % 25 2 2 8 2 53 4 2 1 8 4 4 4 9 1 7 3 5 1 1- V a Fi s h T r a p R d Ge e R d Te e l P k w y Ne w 1. 2 2 10 0 % 88 7 4 16 2 1 5 8 6 1 9 8 1 3 8 8 1 1- V b Fi s h T r a p R d Ge e R d Te e l P k w y Re c o u p 1. 2 2 10 0 % 0 0 0 1 5 8 6 0 1 5 8 6 1/ X 1- W Fi s h T r a p R d Te e l P k w y 25 3 0 ' E o f T e e l P k w y N e w 0. 4 8 50 % 88 0 88 3 1 2 42 2 7 0 1 1- X a Fi s h T r a p R d 25 3 0 ' E o f T e e l P k w y D N T Ne w 1. 9 9 10 0 % 88 7 4 16 2 5 1 7 4 3 2 2 4 8 5 2 1 1- X b Fi r s t S t DN T BN S F R R Ne w 0. 6 5 10 0 % 88 7 4 16 2 1 6 9 0 1 0 5 1 5 8 5 1 1- Y a Pr a i r i e D r T e e l P k w y W i n d i n g O a k Ne w 0. 8 4 10 0 % 0 0 0 2 1 8 4 0 2 1 8 4 1 1- Y b Pr a i r i e D r W i n d i n g O a k Le g a c y D r Re c o u p 0. 2 6 10 0 % 20 2 0 40 3 3 8 10 3 2 8 1 1- Y c Pr a i r i e D r W i n d i n g O a k Le g a c y D r Ne w 0. 2 6 10 0 % 0 0 0 3 3 8 0 3 3 8 1 1- Y d Pr a i r i e D r L e g a c y D r F i s h T r a p R d Ne w 1. 6 1 10 0 % 0 0 0 4 1 8 6 0 4 1 8 6 1 1- Z Sh a w n e e T r l F i s h T r a p R d Pa r v i n R d Ne w 2. 0 5 10 0 % 0 0 0 5 3 3 0 0 5 3 3 0 1 1- A A Lo v e r s L n US 3 8 0 BN S F R R Ne w 1. 8 4 10 0 % 0 0 0 4 7 8 4 0 4 7 8 4 1 1- B B DN T F r o n t a g e R d US 3 8 0 Fr o n t i e r P k w y Ne w 3. 0 0 10 0 % 0 0 0 2 7 0 0 0 2 7 0 0 1 I- 1 Si g n a l I n s t a l l a t i o n D N T Fr o n t i e r P k w y Ne w 0. 0 0 10 0 % 0 0 0 0 1 I- 2 Si g n a l I n s t a l l a t i o n D N T Pr o s p e r T r l Ne w 0. 0 0 10 0 % 0 0 0 0 1 I- 3 Si g n a l I n s t a l l a t i o n D N T Fi r s t S t Ne w 0. 0 0 10 0 % 0 0 0 0 Su b - t o t a l S A 1 39 . 1 3 40 9 7 8 2 4 9 8 3 7 8 2 7 8 7 1 6 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y 20 1 6 P r o p o s e d C a p i t a l I m p r o v e m e n t s P l a n Se r v Re f e r e n c e Pr o j e c t Le n g t h P c t . i n P e a k H o u r V o l u m e * VM T S u p p l y V M T D e m a n d E x c e s s C I P V M T Ar e a CI P N o . Ro a d w a y Fr o m To St a t u s (m i ) Se r v . A r e a A B T o t a l Pk H r T o t a l P k H r T o t a l V M T C a p a c i t y D e f i c i e n c y 52 8 0 2 2- A Pr e s t o n R d US 3 8 0 Fr o n t i e r P k w y Re c o u p 3. 2 5 10 0 % 11 9 3 8 1 2 20 0 5 1 3 6 5 0 6 5 1 6 7 1 3 4 0 2 2- B Co i t R d US 3 8 0 Fi r s t S t Ne w 1. 0 1 10 0 % 0 0 0 1 4 1 4 0 1 4 1 4 0 2 2- C Co i t R d Fi r s t S t Fr o n t i e r P k w y Ne w 2. 0 1 10 0 % 20 0 2 3 1 43 1 8 4 4 2 8 6 6 7 5 7 6 0 2 2- D Co i t R d US 3 8 0 Fi r s t S t Re c o u p 1. 0 1 10 0 % 63 7 2 5 7 89 4 2 8 2 8 9 0 3 1 9 2 5 0 2 2- E Ha y s R d Fi r s t S t Pr e s t o n R d Ne w 0. 8 8 10 0 % 10 0 1 0 0 20 0 7 9 2 1 7 6 6 1 6 0 2/ X 2- F Cu s t e r R d US 3 8 0 Fi r s t S t Ne w 1. 2 4 50 % 0 4 1 6 41 6 2 6 0 4 5 1 6 2 0 8 8 0 2/ X 2- G Cu s t e r R d Fi r s t S t Pr o s p e r T r l Ne w 0. 7 6 50 % 0 2 9 1 29 1 1 5 9 6 2 2 1 1 3 7 5 0 2/ X 2- H Cu s t e r R d Pr o s p e r T r l 26 0 5 ' N o f P r o s p e r T r l N e w 0. 4 9 50 % 0 1 6 6 16 6 1 0 2 9 81 9 4 8 0 2/ X 2- I Fr o n t i e r P k w y / F M 1 4 6 1 B N S F R R Pr e s t o n R d Ne w 0. 9 3 50 % 60 3 0 60 3 1 9 5 3 5 6 1 1 3 9 2 0 2/ X 2- J Fr o n t i e r P k w y / F M 1 4 6 1 P r e s t o n R d Co i t R d Ne w 0. 9 8 50 % 69 2 0 69 2 2 0 5 8 6 7 8 1 3 8 0 0 2/ X 2- K Fr o n t i e r P k w y / F M 1 4 6 1 C o i t R d 14 0 5 ' W o f C u s t e r R d N e w 1. 9 9 50 % 86 1 0 86 1 4 1 7 9 1 7 1 3 2 4 6 6 0 2 2- L Pr o s p e r T r l B N S F R R Pr e s t o n R d Re c o u p 1. 1 1 10 0 % 25 2 2 8 2 53 4 2 8 8 6 5 9 3 2 2 9 3 0 2 2- M Pr o s p e r T r l P r e s t o n R d Co i t R d Ne w 1. 0 2 10 0 % 33 6 3 1 8 65 4 2 6 5 2 6 6 7 1 9 8 5 0 2 2- N Pr o s p e r T r l C o i t R d 39 9 5 ' W o f C u s t e r R d N e w 1. 2 6 10 0 % 30 7 2 8 0 58 7 3 2 7 6 7 4 0 2 5 3 6 0 2/ X 2- O a Pr o s p e r T r l 3 9 9 5 ' W o f C u s t e r R d 3 0 8 5 ' W o f C u s t e r R d N e w 0. 1 7 50 % 0 2 8 0 28 0 2 2 1 48 1 7 3 0 2 2- O b Pr o s p e r T r l 3 0 8 5 ' W o f C u s t e r R d 2 6 4 5 ' W o f C u s t e r R d N e w 0. 0 8 10 0 % 30 7 2 8 0 58 7 2 0 8 47 1 6 1 0 2/ X 2- P Pr o s p e r T r l 2 6 4 5 ' W o f C u s t e r R d 1 9 1 5 ' W o f C u s t e r R d N e w 0. 1 4 50 % 30 7 0 30 7 1 8 2 43 1 3 9 0 2 2- Q Pr o s p e r T r l 1 9 1 5 ' W o f C u s t e r R d C u s t e r R d Ne w 0. 3 6 10 0 % 30 7 2 8 0 58 7 9 3 6 2 1 1 7 2 5 0 2 2- R Fi r s t S t BN S F R R N C o l e m a n S t Ne w 0. 3 7 10 0 % 17 6 1 4 7 32 3 9 6 2 1 2 0 8 4 2 0 2 2- S Fi r s t S t N C o l e m a n S t Cr a i g S t Ne w 0. 4 6 10 0 % 30 0 2 5 9 55 9 4 6 0 2 5 7 2 0 3 0 2 2- T Fi r s t S t Cr a i g S t Co i t R d Re c o u p 0. 1 6 10 0 % 54 7 4 8 1 10 2 8 4 1 6 1 6 4 2 5 2 0 2 2- U Fi r s t S t Co i t R d Cu s t e r R d Ne w 2. 0 5 10 0 % 27 4 2 4 1 51 5 5 3 3 0 1 0 5 6 4 2 7 4 0 2 2- V Lo v e r s L n BN S F R R Pr e s t o n R d Ne w 0. 8 4 10 0 % 0 0 0 2 1 8 4 0 2 1 8 4 0 2 2- W Lo v e r s L n Pr e s t o n R d US 3 8 0 Ne w 0. 6 4 10 0 % 0 0 0 1 6 6 4 0 1 6 6 4 0 2 2- X a Ri c h l a n d B l v d Pr e s t o n R d 70 0 ' W o f L a C i m a N e w 0. 7 4 10 0 % 0 0 0 1 9 2 4 0 1 9 2 4 0 2 2- X b Ri c h l a n d B l v d 70 0 ' W o f L a C i m a 4 5 0 ' E o f L a C i m a N e w 0. 2 2 10 0 % 0 0 0 2 8 6 0 2 8 6 0 2 2- X c Ri c h l a n d B l v d 45 0 ' E o f L a C i m a P r o s p e r C o m m o n s N e w 0. 5 6 10 0 % 0 0 0 1 4 5 6 0 1 4 5 6 0 2 2- Y a Co l e m a n S t Pr e s t o n R d Fi r s t S t Ne w 0. 7 8 10 0 % 21 9 5 8 2 80 1 2 0 2 8 6 2 5 1 4 0 3 0 2 2- Y b Co l e m a n S t Fi r s t S t Re y n o l d s M i d d l e S c h o o l N e w 0. 6 6 10 0 % 18 7 3 7 2 55 9 6 6 0 3 6 9 2 9 1 0 2 2- Z Co l e m a n S t Re y n o l d s M i d d l e S c h o o l P r o s p e r T r l Ne w 0. 3 6 10 0 % 18 7 3 7 2 55 9 9 3 6 2 0 1 7 3 5 0 2 2- A A a Co l e m a n S t Pr o s p e r T r l Ta l o n Re c o u p 0. 4 6 10 0 % 15 5 1 6 2 31 7 5 9 8 1 4 6 4 5 2 0 2 2- A A b Co l e m a n S t Pr o s p e r T r l Ta l o n Ne w 0. 4 6 10 0 % 0 0 0 5 9 8 0 5 9 8 0 2 2- B B a Co l e m a n S t Ta l o n Vi c t o r y L n Re c o u p 0. 6 4 10 0 % 15 5 1 6 2 31 7 8 3 2 2 0 3 6 2 9 0 2 2- B B b Co l e m a n S t Ta l o n Vi c t o r y L n Ne w 0. 6 4 10 0 % 0 0 0 8 3 2 0 8 3 2 0 2 2- C C a Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Re c o u p 0. 5 0 10 0 % 15 5 1 6 2 31 7 6 5 0 1 5 9 4 9 2 0 2 2- C C b Co l e m a n S t Vi c t o r y L n Pr e s t o n R d Ne w 0. 5 0 10 0 % 0 0 0 6 5 0 0 6 5 0 0 2 2- D D Vi c t o r y L n Co l e m a n S t Fr o n t i e r P k w y Ne w 0. 3 6 10 0 % 0 0 0 9 3 6 0 9 3 6 0 2 2- E E Mc K i n l e y S t Fi r s t S t Co l e m a n S t Ne w 0. 6 1 10 0 % 0 0 0 6 1 0 0 6 1 0 0 2 2- F F Cr a i g R d P r e s t o n R d Br o a d w a y S t Ne w 0. 4 2 10 0 % 50 5 0 10 0 4 2 0 42 3 7 8 0 2 2- G G a Br o a d w a y S t M c K i n l e y S t Co l e m a n S t Ne w 0. 2 2 10 0 % 75 7 5 15 0 2 2 0 33 1 8 7 0 2 2- G G b Br o a d w a y S t C o l e m a n S t Pr e s t o n R d Ne w 0. 7 0 10 0 % 75 7 5 15 0 7 0 0 1 0 5 5 9 5 0 2 I- 4 Si g n a l I n s t a l l a t i o n C o i t R d Ri c h l a n d B l v d Ne w 0. 0 0 10 0 % 0 0 0 0 0 2 I- 5 Si g n a l I n s t a l l a t i o n C o i t R d Pr o s p e r T r l Ne w 0. 0 0 10 0 % 0 0 0 0 0 2 I- 6 Si g n a l I n s t a l l a t i o n C o i t R d Fi r s t S t Ne w 0. 0 0 10 0 % 0 0 0 0 0 2/ X I- 7 Si g n a l I n s t a l l a t i o n V i c t o r y L n F r o n t i e r P k w y Ne w 0. 0 0 50 % 0 0 0 0 0 Su b - t o t a l S A 2 32 . 0 4 15 7 9 0 7 6 2 5 8 1 8 0 6 0 5 8 1 9 8 0 Fr e e s e a n d N i c h o l s , I n c . Ro a d w a y I m p a c t F e e S t u d y Page 1 of 1 10/27/2016Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix H Existing Roadway Facilities Inventory Item 9 Pr o s p e r R o a d w a y I m p a c t F e e S t u d y Ex i s t i n g C a p i t a l I m p r o v e m e n t s A n a l y s i s A B C D A x B x C A x D Se r v Sh a r e d Le n g t h L e n g t h N o . o f L a n e P c t . i n VM T S u p p l y V M T D e m a n d T o t a l V M T T o t a l V M T Ar e a Sv c A r e a Ro a d w a y Fr o m To (f t ) ( m i ) L a n e s T y p e Ca p a c i t y Se r v . A r e a A B T o t a l Pk H r T o t a l P k H r T o t a l E x c e s s C a p a c i t y D e f i c i e n c y 52 8 0 1 US 3 8 0 FM 1 3 8 5 Ge e R o a d 53 3 3 1. 0 1 5 5 S A 7 0 0 50 % 0 2 4 5 8 2 4 5 8 1 4 1 4 2 4 8 3 0 1 0 6 9 1 US 3 8 0 Ge e R o a d Le g a c y D r i v e 10 7 7 0 2. 0 4 5 5 S A 7 0 0 50 % 0 2 0 5 3 2 0 5 3 2 8 5 6 4 1 8 8 0 1 3 3 2 1 US 3 8 0 Le g a c y D r i v e Da l l a s P a r k w a y 76 5 6 1. 4 5 5 5 S A 7 0 0 50 % 0 2 1 6 1 2 1 6 1 2 0 3 0 3 1 3 3 0 1 1 0 3 1 US 3 8 0 Da l l a s P a r k w a y Ra i l r o a d 23 7 6 0. 4 5 5 5 S A 7 0 0 50 % 0 1 2 9 9 1 2 9 9 6 3 0 5 8 5 45 0 1 FM 1 3 8 5 US 3 8 0 Pa r v i n R o a d 12 0 6 5 2. 2 9 2 2 U C 4 5 0 50 % 40 6 0 4 0 6 1 0 2 8 9 2 8 101 0 1 Pa r v i n R o a d FM 1 3 8 5 E o f T e e l P k w y 14 0 0 0 2. 6 5 2 2 U C 4 5 0 50 % 50 0 5 0 1 1 9 3 1 3 3 1 0 6 1 0 1 Fr o n t i e r P a r k w a y L e g a c y D r i v e Da l l a s P a r k w a y 57 1 0 1. 0 8 2 2 U C 4 5 0 50 % 23 3 0 2 3 3 4 8 7 2 5 2 235 0 1 Fr o n t i e r P a r k w a y D a l l a s P a r k w a y Ra i l r o a d 57 5 0 1. 0 9 2 2 U C 4 5 0 50 % 23 3 0 2 3 3 4 9 0 2 5 4 236 0 1 Le g a c y D r i v e Fr o n t i e r P a r k w a y Fi s h t r a p R o a d 11 3 2 0 2. 1 4 2 2 U C 4 5 0 10 0 % 50 5 0 1 0 0 1 9 3 0 2 1 4 1 7 1 5 0 1 Fi s h t r a p R o a d F M 1 3 8 5 Le g a c y D r i v e 18 0 0 0 3. 4 1 2 2 U C 4 5 0 10 0 % 88 7 4 1 6 2 3 0 6 8 5 5 1 2 5 1 8 0 1 Fi r s t S t r e e t Le g a c y D r i v e Da l l a s P a r k w a y 61 8 0 1. 1 7 2 2 U C 4 5 0 10 0 % 17 6 1 4 7 3 2 3 1 0 5 3 3 7 8 675 0 1 Fi r s t S t r e e t Da l l a s P a r k w a y Ra i l r o a d 33 8 0 0. 6 4 2 2 U C 4 5 0 10 0 % 17 6 1 4 7 3 2 3 5 7 6 2 0 7 369 0 1 Pr o s p e r T r a i l Te e l P k w y Da l l a s P a r k w a y 12 7 2 5 2. 4 1 2 2 U R 1 5 0 10 0 % 63 7 1 1 3 4 7 2 3 3 2 2 401 0 1 Pr o s p e r T r a i l Da l l a s P a r k w a y Ra i l r o a d 40 2 0 0. 7 6 4 4 U A 5 2 5 10 0 % 25 2 2 8 2 5 3 4 1 5 9 9 4 0 7 1 1 9 2 0 1 Ge e R o a d US 3 8 0 Fi s h t r a p R o a d 40 4 0 0. 7 7 2 2 U C 4 5 0 10 0 % 50 5 0 1 0 0 6 8 9 77 612 0 1 Te e l P k w y US 3 8 0 Pr o s p e r T r a i l 10 4 5 0 1. 9 8 2 2 U C 4 5 0 10 0 % 20 0 1 0 0 3 0 0 1 7 8 1 5 9 4 1 1 8 8 0 1 Da l l a s P a r k w a y F r o n t i e r P a r k w a y Pr o s p e r T r a i l 51 7 5 0. 9 8 2 2 U A 7 0 0 10 0 % 61 1 2 2 4 8 3 5 1 3 7 2 8 1 8 554 0 1 Da l l a s P a r k w a y P r o s p e r T r a i l Fi r s t S t r e e t 53 3 0 1. 0 1 2 2 U A 7 0 0 10 0 % 66 7 3 2 4 9 9 1 1 4 1 3 1 0 0 0 413 0 1 Da l l a s P a r k w a y Fi r s t S t r e e t US 3 8 0 53 8 5 1. 0 2 2 2U A 70 0 10 0 % 72 3 43 4 11 5 7 14 2 8 11 8 0 271 23 Su b - T o t a l 28 . 3 5 25 , 7 6 0 1 7 , 7 0 1 1 1 , 5 8 6 3 , 5 2 7 2 US 3 8 0 Ra i l r o a d Pr e s t o n R o a d 30 2 0 0. 5 7 5 5 S A 7 0 0 50 % 0 1 2 9 9 1 2 9 9 8 0 1 7 4 3 58 0 2 US 3 8 0 Pr e s t o n R o a d La C i m a B o u l e v a r d 5 4 4 0 1. 0 3 5 5 S A 7 0 0 50 % 0 1 2 5 7 1 2 5 7 1 4 4 2 1 2 9 5 147 0 2 US 3 8 0 La C i m a B o u l e v a r d C o i t R o a d 50 7 0 0. 9 6 5 5 S A 7 0 0 50 % 0 1 2 2 2 1 2 2 2 1 3 4 4 1 1 7 3 171 0 2 US 3 8 0 Co i t R o a d Cu s t e r R o a d 10 6 3 0 2. 0 1 5 5 S A 7 0 0 50 % 0 1 1 8 6 1 1 8 6 2 8 1 9 2 3 8 8 431 0 2 Fi r s t S t r e e t Ra i l r o a d Co l e m a n S t r e e t 19 5 5 0. 3 7 2 2 U C 4 5 0 10 0 % 17 6 1 4 7 3 2 3 3 3 3 1 2 0 214 0 2 Fi r s t S t r e e t Co l e m a n S t r e e t Cr a i g R o a d 24 3 5 0. 4 6 2 2 U C 4 5 0 10 0 % 30 0 2 5 9 5 5 9 4 1 5 2 5 8 157 0 2 Fi r s t S t r e e t Cr a i g R o a d Co i t R o a d 79 6 5 1. 5 1 4 4 D A 6 5 0 10 0 % 54 7 4 8 1 1 0 2 8 3 9 2 2 1 5 5 1 2 3 7 1 0 2 Fi r s t S t r e e t Co i t R o a d Cu s t e r R o a d 10 8 3 0 2. 0 5 2 2 U C 4 5 0 10 0 % 27 4 2 4 1 5 1 4 1 8 4 6 1 0 5 4 792 0 2 Pr o s p e r T r a i l Ra i l r o a d / C i t y L i m i t s C o l e m a n S t r e e t 69 0 0. 1 3 4 4 D A 6 5 0 0% 25 2 2 8 2 5 3 4 3 4 0 70 270 0 2 Pr o s p e r T r a i l Co l e m a n S t r e e t Pr e s t o n R o a d 51 2 0 0. 9 7 4 4 D A 6 5 0 10 0 % 29 9 3 2 7 6 2 6 2 5 2 1 6 0 7 1 9 1 4 0 2 Pr o s p e r T r a i l Pr e s t o n R o a d Co i t R o a d 54 0 0 1. 0 2 2 2 U A 7 0 0 10 0 % 33 6 3 1 8 6 5 4 1 4 3 2 6 6 9 763 0 2 Pr o s p e r T r a i l Co i t R o a d 40 0 0 ' W o f C u s t e r R d 6 6 3 0 1. 2 6 2 2 U A 7 0 0 10 0 % 30 7 2 8 0 5 8 7 1 7 5 8 7 3 7 1 0 2 1 0 2 Pr o s p e r T r a i l 40 0 0 ' W o f C u s t e r R d 2 6 5 0 ' W o f C u s t e r R d 1 3 5 0 0. 2 6 2 2 U A 7 0 0 50 % 0 2 8 0 2 8 0 1 7 9 72 107 0 2 Pr o s p e r T r a i l 21 9 0 ' W o f C u s t e r R d 1 9 1 5 ' W o f C u s t e r R d 2 7 5 0. 0 5 2 2 U A 7 0 0 50 % 30 7 0 3 0 7 36 16 20 0 2 Pr o s p e r T r a i l 19 1 5 ' W o f C u s t e r R d C u s t e r R o a d 19 1 5 0. 3 6 2 2 U A 7 0 0 10 0 % 30 7 2 8 0 5 8 7 5 0 8 2 1 3 295 0 2 Fr o n t i e r P a r k w a y R a i l r o a d Pr e s t o n R o a d 45 5 0 0. 8 6 2 2 U A 7 0 0 50 % 21 8 0 2 1 8 6 0 3 1 8 8 415 0 2 Fr o n t i e r P a r k w a y P r e s t o n R o a d Co i t R o a d 52 2 0 0. 9 9 2 2 U A 7 0 0 50 % 22 8 0 2 2 8 6 9 2 2 2 5 467 0 2 Fr o n t i e r P a r k w a y C o i t R o a d 64 9 5 ' E o f C o i t 64 9 5 1. 2 3 2 2 U A 7 0 0 50 % 10 8 0 1 0 8 8 6 1 1 3 3 728 0 2 Fr o n t i e r P a r k w a y 4 1 7 0 ' W o f C u s t e r C u s t e r R o a d 27 6 5 0. 5 2 2 2 U A 7 0 0 50 % 10 8 0 1 0 8 3 6 7 57 310 0 2 Pr e s t o n R o a d F r o n t i e r P a r k w a y Pr o s p e r T r a i l 52 7 5 1. 0 0 6 6 D A 7 0 0 10 0 % 10 4 8 6 3 2 1 6 8 0 4 1 9 6 1 6 7 8 2 5 1 8 0 2 Pr e s t o n R o a d P r o s p e r T r a i l Fi r s t S t r e e t 55 9 0 1. 0 6 6 6 D A 7 0 0 10 0 % 11 9 3 8 1 2 2 0 0 5 4 4 4 7 2 1 2 3 2 3 2 4 0 2 Pr e s t o n R o a d F i r s t S t r e e t US 3 8 0 62 9 5 1. 1 9 6 6 D A 7 0 0 10 0 % 13 7 8 8 5 2 2 2 3 0 5 0 0 7 2 6 5 9 2 3 4 9 0 2 Co l e m a n S t r e e t P r e s t o n R o a d Pr o s p e r T r a i l 13 5 3 5 2. 5 6 2 2 U A 7 0 0 10 0 % 15 5 1 6 2 3 1 7 3 5 8 9 8 1 3 2 7 7 6 0 2 Co l e m a n S t r e e t P r o s p e r T r a i l Fi r s t S t r e e t 51 7 5 0. 9 8 2 2 U A 7 0 0 10 0 % 18 7 3 7 2 5 5 9 1 3 7 2 5 4 8 824 0 2 Co l e m a n S t r e e t F i r s t S t r e e t US 3 8 0 55 0 0 1. 0 4 2 2 U A 7 0 0 10 0 % 21 9 5 8 2 8 0 1 1 4 5 8 8 3 4 624 0 2 La C i m a B o u l e v a r d F i r s t S t r e e t US 3 8 0 69 4 0 1. 3 1 4 4 D A 6 5 0 10 0 % 10 0 1 0 0 2 0 0 3 4 1 7 2 6 3 3 1 5 5 0 2 Ha y s R o a d Pr e s t o n R o a d Fi r s t S t r e e t 46 5 0 0. 8 8 2 2 U C 4 5 0 10 0 % 10 0 1 0 0 2 0 0 7 9 3 1 7 6 616 0 2 Co i t R o a d Fr o n t i e r P a r k w a y Pr o s p e r T r a i l 52 9 5 1. 0 0 2 2 U A 7 0 0 10 0 % 20 0 2 3 1 4 3 1 1 4 0 4 4 3 2 972 0 2 Co i t R o a d Pr o s p e r T r a i l Fi r s t S t r e e t 53 2 5 1. 0 1 2 2 U A 7 0 0 10 0 % 20 0 2 3 1 4 3 1 1 4 1 2 4 3 5 977 0 2 Co i t R o a d Fi r s t S t r e e t US 3 8 0 53 2 0 1. 0 1 4 4 D A 6 5 0 10 0 % 63 7 2 5 7 8 9 4 2 6 2 0 9 0 1 1 7 1 9 0 2 Cu s t e r R o a d 27 1 0 ' S o f F r o n t i e r P k w y P r o s p e r T r a i l 26 0 5 0. 4 9 2 2 U A 7 0 0 50 % 0 1 6 6 1 6 6 3 4 5 82 263 0 2 Cu s t e r R o a d Pr o s p e r T r a i l Fi r s t S t r e e t 40 1 0 0. 7 6 2 2 U A 7 0 0 50 % 0 2 9 1 2 9 1 5 3 2 2 2 1 311 0 2 Cu s t e r R o a d Fi r s t S t r e e t US 3 8 0 65 6 0 1. 2 4 2 2U A 70 0 50 % 0 41 6 41 6 87 0 51 7 353 0 Su b - T o t a l 32 . 1 6 53 , 6 8 1 2 3 , 2 4 9 3 0 , 4 3 2 0 To t a l 60 . 5 1 79 , 4 4 1 4 0 , 9 5 0 4 2 , 0 1 9 3 , 5 2 7 Pe a k H o u r V o l u m e T: \ R O A D W A Y \ D b a s e \ D b a s e F . x l s Item 9 DRAFT Water, Wastewater, and Roadway Impact Fee Report Town of Prosper Appendix I Impact Fee Ordinance Item 9 La n d Us e As s u m p t i o n s , CI P and Impact Fe e An a l y s i s No v e m b e r 8, 20 1 6 W AT E R , W AS T E W A T E R & R OADWAY I MP A C T F EE U PD A T E Item 9 Ag e n d a • Im p a c t Fe e Ba s i c s • La n d Us e As s u m p t i o n s • Wa t e r an d Wa s t e w a t e r Im p a c t Fe e An a l y s i s • Ro a d w a y Im p a c t Fe e An a l y s i s • Co m p a r i s o n wi t h Ot h e r Ci t i e s • CI A C In v o l v e m e n t an d Re c o m m e n d a t i o n 2Item 9 Im p a c t Fe e Ba s i c s • Go v e r n e d by Ch a p t e r 39 5 of th e Te x a s Lo c a l Go v e r n m e n t Co d e • Pr e v i o u s Im p a c t Fe e St u d y Co m p l e t e d in 20 0 6 • Wh y Im p a c t Fe e s ? – Al l o w s ci t i e s to re c o u p co s t s as s o c i a t e d wi t h in f r a s t r u c t u r e ne c e s s i t a t e d to se r v e fu t u r e de v e l o p m e n t – Al l e v i a t e s bu r d e n of ne w fa c i l i t i e s on ex i s t i n g cu s t o m e r s (l o w e r in c r e a s e in wa t e r an d wa s t e w a t e r ra t e s ) – Ma k e s “g r o w t h pa y fo r gr o w t h ” 3Item 9 Wh a t is El i g i b l e fo r Im p a c t Fe e s ? • Re c e n t l y co n s t r u c t e d im p r o v e m e n t s wi t h ex c e s s capacity to ac c o m m o d a t e gr o w t h • Pr o p o s e d pr o j e c t s th a t wi l l ac c o m m o d a t e gr o w t h within th e ne x t 10 ye a r s – Co n s t r u c t i o n Co s t , RO W Ac q u i s i t i o n , En g i n e e r i n g an d Surveying Fe e s , et c . • Fi n a n c i n g Co s t s • Co s t of Im p a c t Fe e St u d y – Sp l i t be t w e e n Wa t e r , Wa s t e w a t e r , an d Ro a d w a y Im p a c t Fees 4Item 9 Up d a t e La n d Us e As s u m p t i o n s Up d a t e Ca p i t a l Im p r o v e m e n t s Pl a n s Co n d u c t Im p a c t Fe e Ca l c u l a t i o n s / Pr e p a r e Re p o r t C I A C C o o r d i n a t i o n Pu b l i c He a r i n g an d Co u n c i l Ap p r o v a l Up d a t e Im p a c t Fe e Or d i n a n c e Im p a c t Fe e Pr o c e s s Im p a c t Fe e Pr o c e s s 5Item 9 Po p u l a t i o n by Pl a n n i n g Ar e a 6 Ye a r To t a l Po p u l a t i o n Av e r a g e An n u a l Po p u l a t i o n Gr o w t h Av e r a g e An n u a l Gr o w t h Ra t e 20 1 6 1 7 , 8 0 0 ‐‐ 20 2 1 2 7 , 8 8 8 2 , 0 1 7 9 % 20 2 6 4 0 , 9 7 6 2 , 6 1 8 8 % Item 9 De v e l o p e d No n ‐Re s i d e n t i a l Ac r e a g e by Pl a n n i n g Ar e a 7 Ye a r To t a l De v e l o p e d Ac r e s Av e r a g e An n u a l Gr o w t h in Ac r e s 20 1 6 6 6 1 ‐ 20 2 1 1 , 1 6 7 1 0 1 20 2 6 1 , 7 4 4 1 1 5 Item 9 Wa t e r De m a n d Pr o j e c t i o n s 8 • In c l u d e s re s i d e n t i a l an d no n ‐re s i d e n t i a l gr o w t h • Es t a b l i s h e d pe r ca p i t a us a g e ra t e pe r pe r s o n an d non ‐ re s i d e n t i a l ac r e ba s e d on a re v i e w of hi s t o r i c a l data Ye a r Po p u l a t i o n Av e r a g e Da y De m a n d (M G D ) Ma x i m u m Da y De m a n d (M G D ) Pe a k Ho u r De m a n d (M G D ) 20 1 6 17 , 8 0 0 3. 6 1 10 . 3 4 2 0 . 1 8 20 2 1 27 , 8 8 8 5. 7 6 16 . 3 9 3 1 . 9 1 20 2 6 40 , 9 7 6 8. 4 8 24 . 1 3 4 6 . 9 5 Item 9 Wa s t e w a t e r Fl o w Pr o j e c t i o n s 9 • In c l u d e s re s i d e n t i a l an d no n ‐re s i d e n t i a l gr o w t h • Es t a b l i s h e d pe r ca p i t a us a g e ra t e pe r pe r s o n an d non ‐ re s i d e n t i a l ac r e ba s e d on a re v i e w of hi s t o r i c a l data and fl o w mo n i t o r i n g co n d u c t e d as pa r t of th i s st u d y Ye a r Wa s t e w a t e r Se r v i c e Po p u l a t i o n Av e r a g e Da y Fl o w (M G D ) Pe a k We t We a t h e r Fl o w (M G D ) 20 1 6 15 , 4 8 5 1. 7 4 6. 9 4 20 2 1 25 , 5 1 7 2. 8 9 11 . 5 5 20 2 6 38 , 5 1 4 4. 3 5 17 . 4 1 Item 9 Wa t e r Im p a c t Fe e Ca p i t a l Im p r o v e m e n t s Pl a n 10Item 9 Wa s t e w a t e r Im p a c t Fe e Ca p i t a l Im p r o v e m e n t s Pl a n 11Item 9 • IF C I P Pr o j e c t s : – Co m p l e t e Pr o j e c t s – Pr o j e c t s un d e r co n s t r u c t i o n wi t h ex c e s s ca p a c i t y – Pr o j e c t s to me e t gr o w t h ne e d s • Ca l c u l a t e co s t of im p a c t fe e CI P • La n d us e as s u m p t i o n s to de t e r m i n e gr o w t h in ne w se r v i c e units • Ma x i m u m al l o w a b l e im p a c t fe e ca l c u l a t e d by di v i d i n g el i g i b l e CI P / g r o w t h in se r v i c e un i t s • Cr e d i t of 50 % fo r th e po r t i o n of ad ‐va l o r e m ta x e s ge n e r a t e d by CIP im p r o v e m e n t s • Fe e co l l e c t e d ca n be le s s th a n ma x i m u m ; by se r v i c e ar e a Co n d u c t Im p a c t Fe e An a l y s i s 12Item 9 Pr o j e c t e d Se r v i c e Un i t s 13 20 1 6 Ex i s t i n g Se r v i c e Un i t s 20 2 6 Pr o p o s e d Se r v i c e Un i t s 20 1 6 – 2 0 2 6 Projected Growth in Se r v i c e Units Wa t e r 5, 4 4 4 1 4 , 6 2 3 9 , 1 7 8 Wa s t e w a t e r 4, 5 0 9 13 , 6 3 9 9 , 1 3 0 Item 9 Wa t e r an d Wa s t e w a t e r Im p a c t Fe e Ca l c u l a t i o n s 14 Wa t e r W a s t e w a t e r 10 ‐Ye a r Ca p i t a l Im p r o v e m e n t Co s t s $5 2 , 6 2 5 , 3 5 5 $ 3 8 , 6 8 8 , 6 3 3 Fi n a n c i n g Co s t s $1 7 , 5 0 4 , 8 4 6 $12,862,402 To t a l El i g i b l e Co s t s $7 0 , 1 3 0 , 2 0 1 $51,531,035 10 ‐ye a r Pr o j e c t e d Gr o w t h in Se r v i c e Un i t s 9 , 1 7 8 9,130 Ma x i m u m Im p a c t Fe e pe r Se r v i c e Un i t wi t h o u t Cr e d i t $7 , 6 4 1 $ 5 , 6 4 4 Im p a c t Fe e Cr e d i t pe r Se r v i c e Un i t $3 , 8 2 1 $ 2 , 8 2 2 Ma x i m u m Al l o w a b l e Im p a c t Fe e pe r Se r v i c e Un i t wi t h Cr e d i t $3 , 8 2 1 $ 2 , 8 2 2 Cu r r e n t Im p a c t Fe e $3 , 9 0 0 $ 6 8 3 • Cu r r e n t Im p a c t Fe e = $4 , 5 8 3 • Ma x i m u m Al l o w a b l e Im p a c t Fe e = $6 , 6 4 3 Item 9 Ch a n g e s Si n c e Pr e v i o u s Im p a c t Fe e St u d y • In c r e a s e in 10 ‐ye a r pr o j e c t e d se r v i c e un i t s – Po p u l a t i o n gr o w t h of 23 , 1 7 6 (2 0 1 6 Up d a t e ) vs . 18 , 1 3 5 (2 0 1 1 Update) – No n ‐re s i d e n t i a l ac r e a g e gr o w t h of 1, 0 8 3 (2 0 1 6 Up d a t e ) vs. 816 (2011 Up d a t e ) • Wa s t e w a t e r – In c o r p o r a t e d ca p i t a l co s t s pa i d by th e To w n to co n s t r u c t and expand UT R W D Do e Br a n c h WW T P • Wa t e r – Si m i l a r ma x i m u m al l o w a b l e ra t e – No ma j o r CI P ch a n g e s 15Item 9 Pr o j e c t e d Se r v i c e Un i t s Se r v i c e Ar e a Re s i d e n t i a l Gr o w t h (v e h ‐mi ) Ba s i c Em p . Gr o w t h (v e h ‐mi ) Se r v i c e Em p . Gr o w t h (v e h ‐mi ) Re t a i l E m p . Gr o w t h (v e h ‐mi ) Total Gr o w t h (v e h ‐mi) 1 2 8 , 7 7 0 1 , 4 5 8 5 , 9 6 7 1 4 , 0 3 2 50 , 2 2 7 2 1 5 , 4 3 8 0 1 3 , 1 6 2 2 2 , 0 1 2 50 , 6 1 3 To t a l 44 , 2 0 8 1 , 4 5 8 1 9 , 1 2 9 3 6 , 0 4 5 1 0 0 , 8 4 0 16 • Ro a d w a y : 10 ‐ye a r VM T • La n d Us e As s u m p t i o n s Pr o j e c t e d T e n - Y e a r G r o w t h Item 9 Ro a d w a y Im p a c t Fe e CI P Item 9 Ro a d w a y Im p a c t Fe e Ca l c u l a t i o n s 18 Se r v i c e Ar e a 1 (W e s t of RR ) Se r v i c e Area 2 (E a s t of RR) 10 ‐Ye a r Ca p i t a l Im p r o v e m e n t Co s t s At t r i b u t a b l e to Ne w De v e l o p m e n t $9 6 , 5 0 5 , 8 6 1 $ 7 4 , 7 7 2 , 6 4 4 Fi n a n c i n g Co s t s $3 0 , 2 5 3 , 3 1 6 $ 2 2 , 0 8 6 , 8 5 6 To t a l El i g i b l e Co s t s $1 2 5 , 7 5 9 , 1 7 7 $96,859,500 To t a l Ve h ‐Mi o f Ne w De m a n d ov e r 10 ‐ye a r s 5 0 , 2 2 7 50,613 Ma x i m u m Im p a c t Fe e pe r Se r v i c e Un i t wi t h o u t Cr e d i t $2 , 5 2 2 $ 1 , 9 1 2 Ma x i m u m Al l o w a b l e Im p a c t Fe e pe r Se r v i c e Un i t wi t h Cr e d i t (5 0 % ) $1 , 2 6 1 $956 Ma x i m u m Al l o w ab l e Im p a c t Fe e fo r Si n g l e Fa m i l y Dw e l l i n g Un i t (5 0 % ) $7 , 5 6 6 $ 5 , 7 3 6 Cu r r e n t Im p a c t Fe e fo r Si n g l e Fa m i l y Dw e l l i n g Un i t (S A 1: 36 % ; SA 2: 50 % ) $3 , 7 2 7 $ 3 , 7 2 7 Item 9 Ch a n g e s Si n c e Pr e v i o u s Im p a c t Fe e St u d y • In c r e a s e in 10 ‐ye a r pr o j e c t e d se r v i c e un i t s – Ve h i c l e ‐mi l e gr o w t h of 10 0 , 8 4 0 (2 0 1 6 Up d a t e ) vs . 78 , 7 5 3 (2011) • Ro a d w a y – An n e x a t i o n s in bo t h Se r v i c e Ar e a s – Mo d i f i c a t i o n s of ro a d w a y al i g n m e n t s fo r re v i s e d Th o r o u g h f a r e Plan – In c l u s i o n of ac t u a l co s t s fo r co m p l e t e d pr o j e c t s 19Item 9 Re s t a u r a n t w/ D r i v e ‐th r u $1 4 0 , 7 0 7 $1 3 1 , 6 4 3 $6 7 , 1 7 8 $5 6 , 4 3 8 $3 0 , 2 8 0 $2 0 , 9 0 0 $1 9 , 6 2 4 $1 5 , 4 0 9 $1 1 , 8 9 1 $1 4 0 , 7 0 7 $0 $2 0 , 0 0 0 $4 0 , 0 0 0 $6 0 , 0 0 0 $8 0 , 0 0 0 $1 0 0 , 0 0 0 $1 2 0 , 0 0 0 $1 4 0 , 0 0 0 $1 6 0 , 0 0 0 Pr o s p e r (C u r r e n t ) Fr i s c o F l o w e r Mo u n d Co l l e y v i l l e C o p p e l l A l l e n F a i r v i e w M c K i n n e y S o u t h l a k e H i g h l a n d Park *Plano * Ro a d w a y , Wa t e r , an d Wastewater Impact Fees *D o e s no t ch a r g e im p a c t fe e s . 20Item 9 Me d i c a l Of f i c e Bu i l d i n g $4 0 4 , 6 9 7 $2 7 4 , 0 5 2 $1 7 5 , 9 9 7 $1 7 3 , 4 6 9 $1 2 0 , 3 7 9 $9 7 , 7 4 2 $7 5 , 0 3 5 $6 9 , 6 9 0 $4 5 , 5 9 2 $0 $5 0 , 0 0 0 $1 0 0 , 0 0 0 $1 5 0 , 0 0 0 $2 0 0 , 0 0 0 $2 5 0 , 0 0 0 $3 0 0 , 0 0 0 $3 5 0 , 0 0 0 $4 0 0 , 0 0 0 $4 5 0 , 0 0 0 Fr i s c o P r o s p e r (C u r r e n t ) Fl o w e r Mo u n d Fa i r v i e w C o l l e y v i l l e C o p p e l l S o u t h l a k e A l l e n M c K i n n e y H i g h l a n d Park *Plano * Ro a d w a y , Wa t e r , an d Wastewater Impact Fees *D o e s no t ch a r g e im p a c t fe e s . 21Item 9 Bi g Bo x Gr o c e r y St o r e $1 , 6 2 2 , 7 8 8 $1 , 2 4 7 , 3 8 9 $7 5 9 , 4 7 8 $5 8 2 , 9 9 7 $2 4 6 , 6 3 0 $2 4 2 , 8 0 2 $2 2 9 , 2 0 0 $1 2 9 , 3 9 1 $1 1 2 , 0 3 2 $0 $2 0 0 , 0 0 0 $4 0 0 , 0 0 0 $6 0 0 , 0 0 0 $8 0 0 , 0 0 0 $1 , 0 0 0 , 0 0 0 $1 , 2 0 0 , 0 0 0 $1 , 4 0 0 , 0 0 0 $1 , 6 0 0 , 0 0 0 $1 , 8 0 0 , 0 0 0 Fr i s c o P r o s p e r (C u r r e n t ) Fl o w e r Mo u n d Co l l e y v i l l e F a i r v i e w S o u t h l a k e A ll e n M c K i n n e y C o p p e l l H i g h l a n d Park *Plano * Ro a d w a y , Wa t e r , an d Wastewater Impact Fees *D o e s no t ch a r g e im p a c t fe e s . 22Item 9 Ro a d w a y Fe e 1 Si n g l e ‐Fa m i l y Re s i d e n c e 23Item 9 Ro a d w a y Fe e Re s t a u r a n t w/ D r i v e ‐th r u 24Item 9 Ro a d w a y Fe e Me d i c a l Of f i c e Bu i l d i n g 25Item 9 Bi g Bo x Gr o c e r y St o r e 26Item 9 Re s t a u r a n t w/ D r i v e ‐th r u Pe r m i t Fe e s $0 $2 , 0 0 0 $4 , 0 0 0 $6 , 0 0 0 $8 , 0 0 0 $1 0 , 0 0 0 $1 2 , 0 0 0 $1 4 , 0 0 0 Re s t a u r a n t w/ D r i v e th r u Pr o s p e r Al l e n Co l l e y v i l l e Co p p e l l Fa i r v i e w Fl o w e r Mound Fr i s c o HP Mc K i n n e y Pl a n o So u t h l a k e Av g $1 , 0 0 0 , 0 0 0 B u i l d i n g V a l u e 27Item 9 Me d i c a l Of f i c e Bu i l d i n g Pe r m i t Fe e s $0 $5 , 0 0 0 $1 0 , 0 0 0 $1 5 , 0 0 0 $2 0 , 0 0 0 $2 5 , 0 0 0 $3 0 , 0 0 0 $3 5 , 0 0 0 $4 0 , 0 0 0 Me d i c a l Of f i c e Bu i l d i n g Pr o s p e r Al l e n Co l l e y v i l l e Co p p e l l Fa i r v i e w Fl o w e r Mound Fr i s c o HP Mc K i n n e y Pl a n o So u t h l a k e Av g $3 , 7 0 0 , 0 0 0 B u i l d i n g V a l u e 28Item 9 Bi g Bo x Gr o c e r y St o r e Pe r m i t Fe e s $0 $1 0 , 0 0 0 $2 0 , 0 0 0 $3 0 , 0 0 0 $4 0 , 0 0 0 $5 0 , 0 0 0 $6 0 , 0 0 0 $7 0 , 0 0 0 $8 0 , 0 0 0 Gr o c e r y St o r e Pr o s p e r Al l e n Co l l e y v i l l e Co p p e l l Fa i r v i e w Fl o w e r Mound Fr i s c o HP Mc K i n n e y Pl a n o So u t h l a k e Av g $7 , 5 0 0 , 0 0 0 B u i l d i n g V a l u e 29Item 9 CI A C In v o l v e m e n t • Ad v i s o r y Co m m i t t e e Me m b e r s – Pl a n n i n g & Zo n i n g Co m m i s s i o n – ET J Re s i d e n t • Me t wi t h Co n s u l t a n t s an d To w n St a f f on Ma r c h 1 st , Se p t e m b e r 20 th , an d Oc t o b e r 4 th to di s c u s s La n d Use As s u m p t i o n s , Ca p i t a l Im p r o v e m e n t Pl a n s an d Im p a c t Fee Ca l c u l a t i o n s 30Item 9 CI A C Re c o m m e n d a t i o n • Oc t o b e r 4 th , by a un a n i m o u s vo t e , th e CI A C ma d e the fo l l o w i n g ac t i o n s : – Ac c e p t e d th e la n d us e as s u m p t i o n s , ca p i t a l im p r o v e m e n t s plan, an d im p a c t fe e ca l c u l a t i o n s as ou t l i n e d in th e dr a f t impact fee st u d y – Re c o m m e n d e d th e To w n Co u n c i l se t th e wa t e r , wa s t e w a t e r , and ro a d w a y im p a c t fe e s at th e ma x i m u m al l o w a b l e fe e per the im p a c t fe e st u d y 31Item 9 Ro a d w a y , Wa t e r , an d Wa s t e w a t e r Im p a c t Fe e St u d y Up d a t e Item 9 Ro a d w a y Fe e 1 Si n g l e ‐Fa m i l y Re s i d e n c e 33Item 9 Ro a d w a y Fe e Re s t a u r a n t w/ D r i v e ‐th r u 34Item 9 Ro a d w a y Fe e Me d i c a l Of f i c e Bu i l d i n g 35Item 9 Bi g Bo x Gr o c e r y St o r e 36Item 9 Page 1 of 3 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Conduct a Public Hearing, and consider and act upon an ordinance amending the Future Land Use Plan, on the northwest corner of Second Street and Main Street, from Old Town – Green Space to Old Town – Public. (CA16-0003). [Companion to Case #Z16-0023] Description of Agenda Item: Town staff has initiated a rezoning of 4.6± acres, located on the northwest corner of Second Street and Main Street from Single Family-15 (SF-15) to Planned Development-Downtown Office (PD-DTO), Zoning Case #Z16-0023, in order to facilitate the development of a governmental office, the Town Hall. The Old Town map inset of the Future Land Use Plan recommends “Old Town – Green Space” for the property. According to the Old Town inset map, the “Old Town – Green Space” area will serve as a community park and its location adjacent to the retail core of Old Town and the mixed-use district will make it an opportunistic and usable open space area. The proposed amendment would revise the Old Town map inset of the Future Land Use Plan to an Old Town – Public designation. This change will allow for and facilitate a public space for gathering, events, and other municipal functions. Prosper is a place where everyone matters. PLANNING Item 10 Page 2 of 3 The following shows the existing and proposed Old Town: Item 10 Page 3 of 3 Legal Obligations and Review: Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Attached Documents: 1. Ordinance Planning & Zoning Commission Recommendation: At their October 18, 2016, meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 6-0. Town Staff Recommendation: Town staff recommends the Town Council approve an ordinance amending the Future Land Use Plan, on the northwest corner of Second Street and Main Street, from “Old Town – Green Space” to “Old Town – Public”. Proposed Motion: I move to approve an ordinance amending the Future Land Use Plan, on the northwest corner of Second Street and Main Street, from “Old Town – Green Space” to “Old Town – Public”. Item 10 TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, AMENDING THE FUTURE LAND USE PLAN OLD TOWN INSET MAP OF THE TOWN OF PROSPER’S COMPREHENSIVE PLAN, ORDINANCE NO. 12-21; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (“Town Council”) has investigated and determined that the Future Land Use Plan Old Town Inset Map of the Town of Prosper (“Prosper”) Comprehensive Plan, Ordinance No. 12-21 should be amended; and WHEREAS, Prosper has complied with all notices and public hearings as required by law; and WHEREAS, the Town Council finds that it will be advantageous, beneficial and in the best interest of the citizens of Prosper to amend a portion of the Comprehensive Plan as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendment to Prosper’s Comprehensive Plan, Ordinance No. 12-21. Future Land Use Plan Old Town Inset Map of the Town of Prosper's Comprehensive Plan, Ordinance No. 12-21, is hereby amended to reflect Old Town – Public uses on the east side of Main Street, on the northwest corner of Main Street and Second Street, and attached hereto as “Exhibit A”. SECTION 3 Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 4 Savings/Repealing Clause. Prosper’s Comprehensive Plan, Ordinance 12-21, shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any Item 10 Ordinance No. 16-__, Page 2 violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 5 Effective Date. This Ordinance shall become effective from and after its adoption and publications as required by law. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 8TH DAY OF NOVEMBER, 2016. ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 10 Old Town Transportation Plan Section A: Four lane divided roadway with a landscaped median and a landscaped parkway separating pedestrians from traffic. This section serves as a major entrance into Old Town from the east. No on-street parking. Section B: Two lane divided boulevard with a large center median containing landscaping. Wide travel lanes allow for bicycle accommodation and a landscaped parkway separates pedestrians from traffic. No on-street parking. Section C: Two lane divided boulevard with a large center median containing landscaping. On-street parallel parking is permitted and a landscaped parkway separates pedestrians from traffic. Section D: Two lane undivided urban roadway. Wide 20’ sidewalks accommodate patio seating, pedestrian traffic and street trees. On-street angled parking is permitted and bulb-outs are located at intersections to enhance pedestrian visibility at crosswalks. Section E: Two lane undivided roadway with on-street parallel parking and an immediately adjacent 8’ sidewalk. A large private setback of 25’ is included. Section F: Two lane undivided roadway with on-street parallel parking and a 15’ sidewalk. 10’ of the sidewalk will be located within the right-of-way and the additional 5 feet will be a 5’ setback to building face. Section G: Two lane divided roadway with a center median containing landscaping. On-street parallel parking and a 10’ sidewalk are included. Land Use The predominant land use within Old Town will be single-family residential. All infill development within such areas should conform to the architectural guidelines established for the Old Town district. Such guidelines are created to protect the continuity of look and feel within Old Town. Along Broadway and First Street, single-family uses will gradually transition to boutique, cottage-style office and/or specialty retail uses. Broadway west of Coleman, will be the retail core of the downtown. Shops, restaurants, and small office uses may be located within the main street retail area. This area is intended to be the heart and main activity center of the Old Town Area. As redevelopment occurs, building frontages should be brought to the property line to be consistent with ultimate streetscape improvements. Adjacent to the retail core, a mixed-use district incorporating mixed use lofts/apartments will serve as a buffer between the Business Park and the core of Old Town. This area will also provide rooftops that service adjacent retail establishments. The Green space area will serve as a community park and its location adjacent to the retail core of Old Town and the mixed-use district will make it an opportunistic and useable open space area. Niche retail is recommended along Preston Road and at the northern end of Coleman. Retail development within these areas should fit within the architectural framework of the Old Town area. Setbacks should be reduced, when possible, along Coleman and Broadway to frame the roadways. MSR O Item 10 Page 1 of 3 To: Mayor and Town Council From: John Webb, AICP, Director of Development Services Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Conduct a Public Hearing, and consider and act upon an ordinance rezoning 4.6± acres, from Single Family-15 (SF-15) to Planned Development-Downtown Office (PD-DTO), to facilitate the development of a governmental office - Town Hall, located on the northwest corner of Second Street and Main Street. (Z16-0023). [Companion to Case #CA16-0003] 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 Single Family-15 Town Athletic Fields Old Town – Green Space North Downtown Retail Undeveloped and Lawn Tech Old Town – Main Street Retail East Downtown Retail and Commercial Municipal Offices, Prosper Place Apartments, Retail/Office Shell Building and The Batters Box Old Town – Main Street Retail South Single Family-15 Single Family Residences Old Town – Office West Downtown Commercial and Single Family-15 Office Warehouse and Single Family Residence Old Town – Mixed Use The purpose of this request is to adopt development standards to accommodate a governmental office, Town Hall. The three-story building will be 52,770 square feet in size and will house the Town’s primary governmental departments, Council Chambers and the Library. While municipal uses are permitted in the SF-15 District, the primary purpose of creating the Prosper is a place where everyone matters. PLANNING Item 11 Page 2 of 3 Planned Development District is to allow for a three-story structure. Staff also believes the base zoning of Downtown Office (DTO) is more appropriate for a non-residential structure than the Single Family-15 District. To achieve this, the Town is proposing to adopt a series of PD exhibits, as described below. Exhibit A – Boundary survey of the property. Exhibit B – Statement of intent and purpose. Exhibit C – Development standards, which require development in general accordance with the Downtown Office development standards. Exhibit D – Conceptual layout, which depicts the location of the proposed building and the parking. Exhibit E – Development schedule. Exhibit F – Architectural renderings, which depict the style and material of the proposed building. The building will consist primarily of brick and stone with a municipal institutional style. Future Land Use Plan – The Future Land Use Plan recommends Old Town Core District – Green Space for this property. With the ballfields being removed from the property, the more appropriate designation is “Old Town – Public”. The companion amendment to the Comprehensive Plan provides for this change. Thoroughfare Plan – The property has direct access to Main Street and Second Street. Main Street is a collector-type roadway but is not depicted on the Thoroughfare Plan. Second Street is a local-type roadway but is not depicted on the Thoroughfare Plan, which will serve as an access drive for the property. Water and Sanitary Sewer Services – Water and sanitary sewer services have been extended to the property. Access – Access to the property will be provided from Main Street and Second Street. Schools – This property is served by the Prosper Independent School District (PISD). Parks – This property is not needed for the development of a park. Environmental Considerations – There is no 100-year floodplain located on the property. Legal Obligations and Review: Notification was provided to neighboring property owners as required by state law. To date, Town staff has not received any Public Hearing Notice Reply Forms. Town Attorney, Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard ordinance as to form and legality. Item 11 Page 3 of 3 Attached Documents: 1. Aerial and Zoning Maps 2. Ordinance Planning & Zoning Commission Recommendation: At their October 18, 2016, meeting, the Planning & Zoning Commission recommended the Town Council approve the request, by a vote of 6-0. Town Staff Recommendation: Town staff recommends the Town Council approve an ordinance rezoning 4.6± acres, from Single Family-15 (SF-15) to Planned Development-Downtown Office (PD-DTO), to facilitate the development of the Town Hall, located on the northwest corner of Second Street and Main Street. Proposed Motion: I move to approve an ordinance rezoning 4.6± acres, from Single Family-15 (SF-15) to Planned Development-Downtown Office (PD-DTO), to facilitate the development of the Town Hall, located on the northwest corner of Second Street and Main Street. Item 11 Z16-0023 FIRST ST SECOND ST M A I N S T BROADWAY ST CO L E M A N S T MC K I N L E Y S T THIRD ST PE C A N S T 0 80 16040 Feet ± Item 11 Z16-0023 FIRST ST SECOND ST M A I N S T BROADWAY ST CO L E M A N S T MC K I N L E Y S T THIRD ST PE C A N S T MPD-67 SF-15 DTC DTR M C C M DTO DTO DTR DTO M DTO C DTO DTSF C DTSF SF-15 SF-15 0 80 16040 Feet ± Item 11 TOWN OF PROSPER, TEXAS ORDINANCE NO. 16-__ AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, AMENDING THE TOWN’S ZONING ORDINANCE NO. 05-20, BY REZONING A TRACT OF LAND CONSISTING OF 3.672 ACRES, MORE OR LESS, SITUATED IN THE COLLIN COUNTY LAND SURVEY, ABSTRACT NO. 147, IN THE TOWN OF PROSPER, COLLIN COUNTY, TEXAS, FROM SINGLE FAMILY-15 (SF-15) TO PLANNED DEVELOPMENT-DOWNTOWN OFFICE (PD-DTO); DESCRIBING THE TRACT TO BE REZONED; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR REPEALING, SAVING AND SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE OF THIS ORDINANCE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, the Town Council of the Town of Prosper, Texas (the “Town Council”), has investigated and determined that Zoning Ordinance No. 05-20 should be amended; and WHEREAS, the Town of Prosper, Texas (“Prosper”), has instigated the request to rezone 3.672 acres of land, more or less, situated in the Collin County Land Survey, Abstract No. 147, in the Town of Prosper, Collin County, Texas; and WHEREAS, the Town Council has investigated into and determined that the facts contained in the request are true and correct; and WHEREAS, all legal notices required for rezoning have been given in the manner and form set forth by law, and public hearings have been held on the proposed rezoning and all other requirements of notice and completion of such zoning procedures have been fulfilled; and WHEREAS, the Town Council has further investigated into and determined that it will be advantageous and beneficial to Prosper and its inhabitants to rezone this property as set forth below. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, THAT: SECTION 1 Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2 Amendments to the Town’s Zoning Ordinance. The Town’s Zoning Ordinance, adopted by Ordinance No. 05-20, is amended as follows: The zoning designation of the below-described property containing 3.672 acres of land, more or less, situated in the Collin County Land Survey, Abstract No. 147, in the Town of Prosper, Collin County, Texas (the “Property”), and all streets, roads and alleyways contiguous and/or adjacent thereto is hereby rezoned as Planned Development-Downtown Office (PD-DTO). The property as a whole and the boundaries for each zoning classification are more particularly described in Exhibit A, attached hereto and incorporated herein for all purposes as if set forth verbatim. Item 11 Ordinance No. 16-__, Page 2 The development plans, standards, and uses for the Property in this Planned Development District shall conform to, and comply with 1) the statement of intent and purpose, attached hereto as Exhibit B; 2) the planned development standards, attached hereto as Exhibit C; 3) the concept plan, attached hereto as Exhibit D; 4) the development schedule, attached hereto as Exhibit E; and 5) the conceptual elevation plans, attached hereto as Exhibit F, which are incorporated herein for all purposes as if set forth verbatim. All development plans, standards, and uses for the Property shall comply fully with the requirements of all ordinances, rules, and regulations of the Town of Prosper, as they currently exist or may be amended. Two (2) original, official, and identical copies of the zoning exhibit map are hereby adopted and shall be filed and maintained as follows: a. One (1) copy shall be filed with the Town Secretary and retained as an original record and shall not be changed in any manner. b. One (1) copy shall be filed with the Building Official and shall be maintained up-to- date by posting thereon all changes and subsequent amendments for observation, issuing building permits, certificates of compliance and occupancy, and enforcing the zoning ordinance. Reproduction for information purposes may from time-to-time be made of the official zoning district map. SECTION 3 No Vested Interest/Repeal. No developer or property owner shall acquire any vested interest in this Ordinance or in any other specific regulations contained herein. Any portion of this Ordinance may be repealed by the Town Council in the manner provided for by law. SECTION 4 Unlawful Use of Premises. It shall be unlawful for any person, firm or corporation to make use of said premises in some manner other than as authorized by this Ordinance, and shall be unlawful for any person, firm or corporation to construct on said premises any building that is not in conformity with the permissible uses under this Zoning Ordinance. SECTION 5 Penalty. Any person, firm, corporation or business entity violating this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be fined any sum not exceeding Two Thousand Dollars ($2,000.00). Each continuing day’s violation under this Ordinance shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude Prosper from filing suit to enjoin the violation. Prosper retains all legal rights and remedies available to it pursuant to local, state and federal law. Item 11 Ordinance No. 16-__, Page 3 SECTION 6 Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Prosper hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 7 Savings/Repealing Clause. Prosper’s Zoning Ordinance shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the appeal prevent a prosecution from being commenced for any violation if occurring prior to the repealing of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 8 Effective Date. This Ordinance shall become effective from and after its adoption and publications as required by law. DULY PASSED, APPROVED, AND ADOPTED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS 8TH DAY OF NOVEMBER, 2016. ______________________________ Ray Smith, Mayor ATTEST: _________________________________ Robyn Battle, Town Secretary APPROVED AS TO FORM AND LEGALITY: _________________________________ Terrence S. Welch, Town Attorney Item 11 I t e m 1 1 EXHIBIT B STATEMENT OF INTENT AND PURPOSE The intent of this project is to construct a Town Hall for the purpose of accommodating various governmental departments, the Council Chambers, and the public Library. Item 11 EXHIBIT C PLANNED DEVELOPMENT STANDARDS Conformance with the Town’s Zoning Ordinance and Subdivision Ordinance: Except as otherwise set forth in these Development Standards, the regulations of the Town’s Zoning Ordinance (Ordinance No. 05-20), as it exists or may be amended, and the Subdivision Ordinance, as it exists or may be amended, shall apply. 1. Except as noted below, the Tract shall develop in accordance with the Downtown Office (DTO) District, as it exists or may be amended. 2. Development Plans a. Concept Plan: The tract shall be developed in general accordance with the attached concept plan, set forth in Exhibit D. b. Elevations: The tract shall be developed in general accordance with the attached elevations, set forth in Exhibit F. Item 11 SB SBSBSBSBSBSBSB SB SB SB SB SB S B S B S B S B S B S B S B S B SB SBSBSBSBSBSBSBSBSBSBSB S B S B S B S B S B S B S B S B S B EAS EASEASEASEASEASEASEASEASEAS EAS EASEASEASEAS FL FLFLFLFL F L F L F L F L F L FL FLFLFLFLFLFL F L F L F L F L F L F L FL FLFLFLFLFL F L F L F L F L F L F L F L FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFL S B S B WE S T 2 N D S T R E E T FINISH FLOOR ELEVATION 100'-0" FINISH FLOOR ELEVATION PER CIVIL DRAWINGS 668'-5 3/4" CONSTRUCTION ENTRANCE SJSJSJSJ SJ SJ SC SCSE SE SE SC SE SE SE SE SG SG SG SG SE SE SE SE SE SE SE SE SE SE SE SE SC SG SG SC SK SE SE SG SG SG SG SF SB SB SB SB SISI SISI SI SI SI SI SI SISI SISI SI 3 6 7 6 5 3 5 4 11 12 10 11 12 98 4 4 10 5 8 10 8 7 3 55 5 SC A1.21 8 Sim A1.21 9 SU P P L I E S LO A D I N G Z O N E PROPOSED TOWN HALL AND LIBRARY AL L E Y 32 13 19 F 32 17 26 A32 13 19 F 33 41 00 A 32 17 23 C 32 00 00 B 05 50 00 D 32 13 19 G 10 99 00 C 05 50 00 D 32 17 23 A 32 16 13 A 32 17 23 D 32 13 19 A 32 13 19 E 32 13 19 D 32 13 19 C 10 14 00 E 32 13 19 H 32 17 26 A 10 14 00 D 10 14 00 D 32 17 26 A 32 13 13 B 32 13 19 C 32 17 23 D 32 13 13 B 32 16 13 B 32 13 19 F 32 17 26 A 32 00 00 F 32 17 26 A 32 13 19 F 32 13 19 G 10 14 00 F 10 14 00 D 32 13 19 F 10 14 00 E 10 75 16 A 32 00 00 D 32 00 00 C 32 13 19 J 32 17 26 A 32 14 13 A 32 00 00 C 32 00 00 D 10 75 16 A 32 13 19 C 32 00 00 E32 00 00 E 26 00 00 A 32 13 19 C 32 00 00 E 32 13 19 G 32 00 00 C 33 11 00 C 32 13 13 B 33 41 00 A 32 16 13 B 33 41 00 A 33 41 00 A 27 05 43 A 27 05 43 A SUPPLIES LOADING ZONE 32 00 00 C32 00 00 C32 00 00 C 32 00 00 B32 00 00 B32 00 00 B 32 17 23 D 32 13 19 H 32 13 19 C 32 00 00 A32 00 00 A 32 00 00 B32 13 19 K 05 50 00 D 05 50 00 D 32 13 19 F 33 11 00 B 33 11 00 A 26 32 13 A 05 50 00 D05 50 00 D05 50 00 D05 50 00 D05 50 00 D05 50 00 D 32 13 19 F 32 17 26 A 32 13 19 F 32 13 19 H 32 13 19 J 32 13 19 J 1 SOUTH CROCKETT STREET 4 4 T Y P . R 3 0 ' - 0 " T Y P . 9' - 0 " 25 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 10 ' R E A R Y A R D S E T B A C K 15' SIDE YARD SETBACK 30' - 0" 32 13 19 J 32 00 00 F 1112 4 10 9 26 56 00 B 10'-0" ALLEY R.O.W. 30'-0" PROPOSED 26 56 00 H 15 ' - 0 " 3 33 11 00 A 33 11 00 A 33 11 00 A 32 13 13 B 10 99 00 D 32 13 19 C32 13 19 C 26 56 00 A 32 00 00 B32 00 00 B32 00 00 B 32 17 23 D 10 14 00 E 32 13 19 F 32 17 23 A 32 13 19 F 32 17 26 A 33 41 00 A 33 41 00 A32 17 23 D 26 56 00 F 2 33 41 00 A 32 13 19 C 25'-0" M.H. 33 11 00 A 2 26 56 00 E SF 26 56 00 E 26 56 00 G 26 56 00 G 26 56 00 G 26 56 00 G 2 26 56 00 D 32 13 19 C 32 13 19 D 32 13 19 E M.H. 32 13 19 H 32 13 19 F 32 13 19 F 26 56 00 C 2 ROLL CURB 10 14 00 D10 14 00 D 26 56 00 G DN DN DN DN DN ALLEY WIDTH 24'-0" PROPOSED 5 32 17 26 A 6 5 5 6 7 7 7 7 1 2 3 4 5 6 1 2 3 4 5 6 A B C D E A B C D E PROJECT TEAM ISSUE DATE: SHEET NO. PROJECT NO.: THIS DRAWING HAS BEEN PREPARED UNDER THE DIRECTION OF RANDALL B. SCOTT, TEXAS LICENSE #9799, AND IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. PRINCIPAL: PROJ. ARCH.: PROJ. COOR.: DRAWN BY: Q.C.: 9/ 2 7 / 2 0 1 6 4 : 4 3 : 2 8 P M C : \ U s e r s \ p s a n t o s \ D o c u m e n t s \ R e v i t B a c k u p s \ 1 5 5 0 . 0 0 P r o s p e r T o w n H a l l _ p s a n t o s @ r s a r c h i t e c t s . c o m . r v t A1.01 SITE PLAN ED BAILEY, AIA 1550.00 R. SCOTT, AIA D. DOLAN-WALLACE, AIA E. BROWNE P. SANTOS © SEPT, 30TH 2016 TO W N O F P R O S P E R TO W N H A L L / M U L T I - P U R P O S E F A C I L I T Y WE S T S E C O N D S T . A N D S O U T H C R O C K E T T S T . P R O S P E R , T X 7 5 0 7 8 100% CONSTRUCTION DOCUMENTS SITE PLAN GENERAL NOTES A. REFER TO CIVIL ENGINEERING PLANS AND MEP SITE PLANS FOR BALANCE OF INFORMATION. B. PROVIDE LIGHT BROOM FINISH @ SIDEWALKS, U.N.O. C. REFER TO CIVIL DRAWINGS FOR PAVING, CURB AND SIDEWALK DETAILS. PROVIDE CONTROL JOINTS IN SIDEWALKS @ 5'-0" O.C. MAXIMUM AND EXPANSION JOINTS @ 20'-0" MAXIMUM. D. SAVE EXISTING TREES WHERE SHOWN. PROTECT ROOTS, WATER AND PROVIDE BARRICADE TO KEEP TRAFFIC OUT OF DRIP LINES. E. REFER TO GEOTECHNICAL REPORT, CIVIL AND STRUCTURAL DRAWINGS FOR REQUIREMENTS FOR SOIL PREPERATION. G. REFER TO LANDSCAPE DRAWINGS FOR IRRIGATION SYSTEM. H. VERIFY LOCATION'S OF ALL UTILITIES PRIOR TO DEMOLITION EXCAVATION. REPAIR UTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES OF NO ADDED COST TO OWNER. J. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AND PERFORMING ALL WORK REQUIRED BY THEM. K. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER COMPACTION OF UTILITY COMPANY TRENCHES. L. SITEWORK IS TO BE PERFORMED IN THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK INDICATED ON THE CIVIL DRAWINGS AND ARCHITECTURAL DRAWINGS SO AS TO PROVIDE A COMPLETE AND FINISHED TRANSITION FROM ARCHITECTURAL TO CIVIL WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. ADDITIONAL COSTS WILL NOT BE AWARDED FOR CORRECTIONS AFTER WORK HAS COMMENCED. M. TRANSFORMER PAD IS PART OF THE GENERAL CONTRACT. CONSTRUCTION TO BE PER UTILITY COMPANY REQUIREMENTS. N. SHORE AND BRACE ALL EXCAVATIONS IN ACCORDANCE WITH CITY, STATE, AND O.S.H.A. REQUIREMENTS. O. ALL HAND RAILS ARE TO BE STAINLESS STEEL. P. FIELD VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND INSTALLATION. Q. CONTRACTOR TO PROTECT ALL EXISTING ABOVE AND BELOW GRADE UTILITIES. CONTRACTOR WILL REPAIR ALL DAMAGE TO EXISTING CONDITION. R. PROVIDE ALL DEMOLITION WORK REQUIRED TO INSTALL ALL THE WORK WHETHER INDICATED OR NOT. S. ALL WALKS SHALL BE SLOPED 5% MAXIMUM IN THE DIRECTION OF TRAVEL AND 2% ON CROSS SLOPES. ALL LANDINGS AND ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ALL DIRECTIONS. T. AT STRUCTURES, TREAT SOILS FOR TERMITE CONTROL. KEY NOTES 05 50 00 D METAL FABRICATIONS: CONCRETE FILLED GALVANIZED STEEL PIPE BOLLARD ~ PAINT 10 14 00 D SIGNAGE: RESERVED ACCESSIBLE PARKING SIGN 10 14 00 E SIGNAGE: VAN ACCESSIBLE RESERVED ACCESSIBLE PARKING SIGN 10 14 00 F SIGNAGE: MASONRY MONUMENT SIGN 10 75 16 A FLAGPOLES: FLAGPOLE 10 99 00 C MISCELLANEOUS SPECIALTIES: EXTERIOR BOOK DROP 10 99 00 D MISCELLANEOUS SPECIALTIES: EXTERIOR PAYMENT DROP BOX 26 00 00 A DIVISION 26: ELECTRICAL TRANSFORMER. 26 32 13 A ENGINE GENERATORS: EMERGENCY ELECTRICAL GENERATOR 26 56 00 A EXTERIOR LIGHTING: WALKWAY LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 26 56 00 B EXTERIOR LIGHTING: PARKING LOT LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 26 56 00 C EXTERIOR LIGHTING: MONUMENT SIGN LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 26 56 00 D EXTERIOR LIGHTING: POOL LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 26 56 00 E EXTERIOR LIGHTING: FLAG POLE LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 26 56 00 F EXTERIOR LIGHTING: STEP LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 26 56 00 G EXTERIOR LIGHTING: COLUMN UP LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 26 56 00 H EXTERIOR LIGHTING: TREE UP LIGHT FIXTURE, TYPICAL. REFER TO SCHEDULES. 27 05 43 A UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS: PULL BOX. REFER TO COMMUNICATION AND ELECTRICAL DRAWINGS. 32 00 00 A EXTERIOR IMPROVEMENTS: LIMESTONE BLOCK RETAINING WALLS. REFER TO LANDSCAPE DRAWINGS. 32 00 00 B EXTERIOR IMPROVEMENTS: CONCRETE PLANTER WITH STONE OR CAST STONE TRIM. REFER TO CIVIL ENGINEERING DRAWINGS. 32 00 00 C EXTERIOR IMPROVEMENTS: DEISGN-BUILD POOL, FOUNTAIN, LIGHTS, PUMPS AND FILTERS AND FOUNDATION SYSTEM. REFER TO LANDSCAPE AND CIVIL ENGIEERING DRAWINGS AND TO THE GEOTECHNICAL REPORT. 32 00 00 D EXTERIOR IMPROVEMENTS: PREFABRICATED CONCRETE PLANTER BOWL. REFER TO LANDSCAPE DRAWINGS. 32 00 00 E EXTERIOR IMPROVEMENTS: CONCRETE RETAINING WALL WITH STONE OR CAST STONE TRIM. REFER TO CIVIL ENGINEERING DRAWINGS. 32 00 00 F EXTERIOR IMPROVEMENTS: LANDSCAPE EDGING. REFER TO LANDSCAPE DRAWINGS. 32 13 13 B PORTLAND CEMENT CONCRETE PAVING: CONCRETE PAVING. REFER TO CIVIL ENGINEERING DRAWINGS. 32 13 19 A LANDSCAPE CONCRETE PAVING: 4" THICK REINFORCED CONCRETE MOW STRIP 32 13 19 C LANDSCAPE CONCRETE PAVING: 4" THICK REINFORCED CONCRETE SIDEWALK WITH LIGHT BROOM FINISH 32 13 19 D LANDSCAPE CONCRETE PAVING: SIDEWALK AND MOW STRIP CONTROL JOINTS 5'-0" ON CENTER MAXIMUM 32 13 19 E LANDSCAPE CONCRETE PAVING: SIDEWALK AND MOW STRIP EXPANSION JOINTS 20'-0" ON CENTER MAXIMUM 32 13 19 F LANDSCAPE CONCRETE PAVING: CURB RAMP TO SLOPE 5% MAXIMUM 32 13 19 G LANDSCAPE CONCRETE PAVING: 6" THICK REINFORCED CONCRETE MOUNTING PAD 32 13 19 H LANDSCAPE CONCRETE PAVING: BACK CURB, TYPICAL AT CURB RAMP 32 13 19 J LANDSCAPE CONCRETE PAVING: CONCRETE STEPS. REFER TO LANDSCAPE DRAWINGS 32 13 19 K LANDSCAPE CONCRETE PAVING: 6" THICK REINFORCED CONCRETE MOUNTING PAD 32 14 13 A PRECAST CONCRETE UNIT PAVING: PRECAST CONCRETE UNIT PAVING REFER TO LANDSCAPE DRAWINGS. 32 16 13 A CONCRETE CURB AND GUTTER: CONCRETE CURB AND GUTTER REFER TO CIVIL DRAWINGS. 32 16 13 B CONCRETE CURB AND GUTTER: GUTTERWAY. REFER TO CIVIL DRAWINGS. 32 17 23 A PAVEMENT MARKINGS: STALL STRIPING. REFER ALSO TO SECTION 00 089 00 32 17 23 C PAVEMENT MARKINGS: CROSS WALK STRIPING REFER ALSO TO SECTION 00 089 00 32 17 23 D PAVEMENT MARKINGS: FIRE LANE MARKING. REFER ALSO TO SECTION 00 089 00 32 17 26 A TACTILE WARNING SURFACE: TACTILE WARNING SURFACE 33 11 00 A WATER CONDUIT INSTALLATION: FIRE HYDRANT. REFER TO CIVIL DRAWINGS 33 11 00 B WATER CONDUIT INSTALLATION: FIRE DEPARTMENT CONNECTION. REFER TO CIVIL DRAWINGS AND FIRE PROTECTION SHOP DRAWINGS 33 11 00 C WATER CONDUIT INSTALLATION: WATER METER VAULT. REFER TO CIVIL DRAWINGS 33 41 00 A STORM SEWER INSTALLATION: CURB INLET. REFER TO CIVIL DRAWINGS SITE PLAN ACTION NOTES 1 REFER TO ALTERNATE #15 FOR ALTERNATE LOCATION FOR ELECTRICAL TRANSFORMER, EMERGENCY GENERATOR AND POOL PUMPS/FILTERS 2 NOTE TRANSITION FROM BUILDING TO SITE PAVING. 3 REFER TO ALTERNATE #14 FOR CONDUITS AND PULLBOXES ON SITE TO CONNECT TELECOMMUNICATIONS TO POLICE CENTER JUNCTION POINT 4 REFER TO ALTERNATE #6 FOR POOL AND POOL LIGHTING THIS AREA 1" = 20'-0"1 SITE PLAN 0' 10' 20'40' PLAN NORTHTRUE NORTH SITE LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER MODEL LAMP DESCRIPTION VOLTS WATTS COMMENTS SA LITHONIA MR2-LED-60C-1000-4K-T5M-MVOLT-SPA-DNAXD SSS-27.5-4G-DM19AS-BC-DNA INTEGRAL LED- 4000K SINGLE HEAD LED PARKING LOT FIXTURE ON 14 FT DECORATIVE POLE 277 V 206 W SB LITHONIA MR2-LED-60C-1000-4K-T5M-MVOLT-SPA-DNAXD SSS-27.5-4G-DM28AS-BC-DNA INTEGRAL LED- 4000K TWIN HEAD LED PARKING LOT FIXTURE ON 12 FT DECORATIVE POLE 277 V 412 W SC QUATTRO FIX #TER130-L3-140LEDL4.0-277-COLTX-PA2-F3 POLE #AP5C-12-BQ120-COLTX-PTR4-F2 INTEGRAL LED- 4000K SINGLE HEAD LED PEDESTRIAN 12FT DECORATIVE POLE 277 V 280 W SD BEGA 77 537-SLV-549 INTEGRAL LED- 4000K ILLUMINATED BOLLARDS 277 V 39 W GROUND MOUNTED SE BEGA 2132LED-K4 INTEGRAL LED- 4000K STEP LIGHTING 277 V 10 W SF BK LIGHTING TY2-LED-X45-NSP-SAP-D31-MT INTEGRAL LED- 4000K FLAG POLE UP LIGHTING 277 V 31 W SG SISTEMALUX S.85303-277-19 INTEGRAL LED- 3200K UPLIGHTING AT COLUMNS AT ENTRIES 227V 18 W SI MOONVISION BR30-120V-USR30-BZT//LEDMV-120-R30-14W-5000K/40/FL-MV INTEGRAL LED- 5500K UPLIGHTING FOR LARGE TREES 120 V 52 W SJ / L.5 WEIDMARK 168 WHITE LED LINEAR INTEGRAL LED WATER FEATURE 120 V ?? PER LANDSCAPE PLANS SITE IMPROVEMENT REQUIREMENTS . ANY REVISION TO THIS PLAN WILL REQUIRE TOWN APPROVAL AND WILL REQUIRE REVISIONS TO ANY CORRESPONDING PLANS TO AVOID CONFLICTS BETWEEN PLANS. 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. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL UTILITY COMPANIES AND PERFORMING ALL WORK REQUIRED BY THEM. 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. SITE DATA SUMMARY TABLE ZONING DOWN TOWN OFFICE (DTO) PROPOSED USE TOWN HALL / LIBRARY LOT AREA (EXCLUDING RIGHT-OF-WAY)4.02 ACRES BUILDING AREA (GROSS SF)52,770 SF BUILDING HEIGHT (FEET AND # OF STORIES)54 FEET; 3 STORIES LOT COVERAGE 4.02 ACRES FLOOR AREA RATIO (COMMUNITY CENTER/LIBRARY)10 SPACES PER FIRST 2000 SF; 1 SPACE PER 300 SF AFTER THAT (12,000 SF) FLOOR AREA RATIO (BUSINESS)1 SPACE PER 350 SF (40,570 SF) TOTAL PARKING REQUIRED (WITH RATIO)160 SPACES (44 COMMUNITY CENTER/LIBRARY + 116 BUSINESS) TOTAL PARKING PROVIDED 232 SPACES HANDICAP PARKING REQUIRED, INCLUDING VAN ACCESSIBLE 7 SPACES HANDICAP PARKING PROVIDED, INCLUDING VAN ACCESSIBLE 7 SPACES INTERIOR LANDSCAPING REQUIRED 3,495 SF (15 SF PER 232 PARKING SPACES) INTERIOR LANDSCAPING PROVIDED 19,559 SF SQUARE FOOTAGE OF IMPERVIOUS SURFACE 108,149 SF OPEN SPACE REQUIRED 12,264 SF (7% OF 175,202/4.02) OPEN SPACE PROVIDED 27,320 SF LEGEND LIMITS OF CONSTRUCTION FIRE LANE MARKINGFL EASEMENT LINEEAS SETBACK LINESB MAN HOLEM.H. PROPERTY LINE FIRE HYDRANTF.H. EXTERIOR CAMERA 5 ALTERNATE #1 SECURITY CAMERAS & POLE. REFER TO SECURITY DRAWINGS 6 ALTERNATE #4 EMERGENCY TELEPHONE. REFER TO TELECOMMUNICATIONS DRAWINGS. 6 ALTERNATE #1 ACCESS POINT. REFER TO TELECOMMUNICATIONS DRAWINGS Item 11 EXHIBIT E DEVELOPMENT SCHEDULE The proposed development will be constructed in one continuous phase with construction to commence following site plan approval and the issuance of appropriate construction-related permits. The current estimated construction start date is 2017 with construction to take approximately 18 months. Item 11 LEVEL 1 100' - 0" LEVEL 2 116' - 8" LEVEL 3 131' - 4" ROOF WELL / ROOF TRUSS BEARING 146' - 0" 3 A4.12 3 A4.12 2 A4.12 2 A4.12 2 A5.01 5 12 1 A4.11 1 A4.11 CW1 W5W5 W6W1W2W1 W5W5W5W5W5 W1W2W1W8W8 W7 W7 W7W7W5W5W5W5W5W5 W5W5 W6 W6 W1 W2 W1 W1 W2 W1 W9 W10 W5 W9 W9 W9 W10 CJCJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ ( B E Y O N D ) A4.26 6 2' - 9"2' - 0" CAST STONE CAP W14W14 W14 W14 CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJCJ CJCJ CUPOLA - CLOCK LEVEL 174' - 5" 0' - 7 5 / 8 " W6 W12 W15W13 W12 W15W13 W12 W12R W13RW15W13 W12 W15W13 W12R W13R W12R W13R W12R W13R 2' - 9" 2' - 4" METAL HANDRAIL AT STEPS BEYOND 07 71 00 A 07 31 13 D 07 31 13 A 07 62 00 M 07 70 00 A 07 70 00 C 07 70 00 D 07 70 00 E 04 20 00 L (TYPICAL JUST BELOW SOFFITS) 04 20 00 K 04 72 00 K 08 51 13 A 07 62 00 N 04 72 00 A 07 62 00 N 04 72 00 W 05 52 13 B 04 72 00 Y 04 20 00 G (TWO COURSES AS SHOWN) 04 72 00 W 04 72 00 V 04 20 00 G 04 20 00 Y 04 20 00 G 04 72 00 H 04 72 00 R 04 72 00 M 04 72 00 S 04 72 00 T 04 20 00 M (TYPICAL) 04 20 00 A 04 20 00 EE 04 72 00 E 04 42 00 A 04 20 00 G (CAST STONE VENNER AT ALTERNATE #10) (RETURN SOLDIER COURSE @ SIDE OF THE PILASTER, TYPICAL) 04 00 00 A 04 72 00 E 04 72 00 B 08 51 13 A 04 72 00 A 31 22 00 A 31 20 00 A 04 72 00 B 10 99 00 H 07 42 44 A (TYPICAL @ SOLDIER COURSES) 04 42 00 C A7.14 1 04 72 00 U 08 44 13 C A4.21 5 08 80 00 C 08 44 13 C 04 72 00 T 04 72 00 W 08 80 00 C.. 2 A11.11 2 A11.12 2 A11.13 A4.29 16 A4.29 17 LEVEL 1 100' - 0" LEVEL 2 116' - 8" LEVEL 3 131' - 4" ROOF WELL / ROOF TRUSS BEARING 146' - 0" 2 A4.11 2 A4.11 HOLLOW METAL DOOR EXISTING GRADE 4 A5.01 W5 W5 W5 W5 W9 W3W4W3 W1 W1 W2 W1 W3W4W3 W5 CJ ( B E Y O N D ) W1 W2 CJ CJ CJ CJ CJ ( B E Y O N D ) CJCJ CJ ( B E Y O N D ) CJ ( B E Y O N D ) CUPOLA - CLOCK LEVEL 174' - 5" 1' - 1 1 / 4 " 60 DEGREE CORNER TWO STACK SOILDER COURSE 1' - 1 1 / 4 " 60 DEGREE CORNER TWO STACK SOILDER COURSE 08 80 00 C 04 20 00 J 07 62 00 F STUB DOWNSPOUT INTO THE LOWER GUTTER, TYPICAL AT THIS CONDITION. 04 20 00 J CJCJCJCJ 08 44 13 C08 44 13 C STUB DOWNSPOUT INTO THE LOWER GUTTER, TYPICAL AT THIS CONDITION. A4.23 5 1 A11.12 1 A11.13 1/A4.01 2/ A 4 . 0 1 1 2 3 4 5 6 1 2 3 4 5 6 A B C D E A B C D E PROJECT TEAM ISSUE DATE: SHEET NO. PROJECT NO.: THIS DRAWING HAS BEEN PREPARED UNDER THE DIRECTION OF RANDALL B. SCOTT, TEXAS LICENSE #9799, AND IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. PRINCIPAL: PROJ. ARCH.: PROJ. COOR.: DRAWN BY: Q.C.: 9/ 2 9 / 2 0 1 6 1 0 : 2 7 : 2 7 A M C : \ U s e r s \ d w a l l a c e \ D o c u m e n t s \ 1 5 5 0 . 0 0 P r o s p e r T o w n H a l l _ d w a l l a c e . r v t A4.01 EXTERIOR ELEVATIONS ED BAILEY, AIA 1550.00 R. SCOTT, AIA D. DOLAN-WALLACE, AIA E. BROWNE K. GENARIE © SEPT, 30TH 2016 TO W N O F P R O S P E R TO W N H A L L / M U L T I - P U R P O S E F A C I L I T Y WE S T S E C O N D S T . A N D S O U T H C R O C K E T T S T . P R O S P E R , T X 7 5 0 7 8 100% CONSTRUCTION DOCUMENTS EXTERIOR ELEVATION GENERAL NOTES A ACTION NOTE NUMBERING APPLIES TO THIS SHEET ONLY. B CONTROL JOINTS IN MASONRY ARE TO BE 3/8" WIDE WITH BACKER ROD AND SEALANT. C REFER TO SHEET A7.11 FOR WINDOW TYPES D BIRD CONTROL DEVICES TO BE INSTALLED AROUND EDGE OF ALL CANOPIES E BIRD CONTROL DEVICES TO BE INSTALLED ON TOPS OF ALL PILASTER AND COLUMN CAPS KEY NOTES 04 00 00 A DIVISON 4: MASONRY VENEER AT PILASTERS, TYPICAL 04 20 00 A UNIT MASONRY: BRICK VENEER, TYPICAL 04 20 00 EE UNIT MASONRY: FAUX FLEMISH BOND EVERY 7TH COURSE, TYPICAL 04 20 00 G UNIT MASONRY: BRICK SOLDIER COURSE 04 20 00 J UNIT MASONRY: BRICK VENEER TWO COURSE JACK ARCH LINTEL (SPECIAL SHAPE BRICKS) 04 20 00 K UNIT MASONRY: BRICK HEADER PROJECTED AS SHOWN 8" O.C. 04 20 00 L UNIT MASONRY: CORBELLED BRICK SOLDIER COURSES 04 20 00 M UNIT MASONRY: 3/8" CONTROL JOINT ~ BACKER ROD AND SEALANT 04 20 00 Y UNIT MASONRY: SPECIAL SHAPE BRICK SOLID CORNER PIECE 04 42 00 A EXTERIOR STONE CLADDING: EXTERIOR LIMESTONE CLADDING 04 42 00 C EXTERIOR STONE CLADDING: ALTERNATE #18: SHELLSTONE LIMESTONE CLADDING IN LIEU OF LIMESTONE CLADDING 04 72 00 A CAST STONE MASONRY: CAST STONE SILL, TYPICAL. 04 72 00 B CAST STONE MASONRY: CAST STONE LINTEL, TYPICAL 04 72 00 E CAST STONE MASONRY: CONTINUOUS CAST STONE WALL CAP 04 72 00 H CAST STONE MASONRY: CAST STONE CORNICE 04 72 00 K CAST STONE MASONRY: CAST STONE CORNICE RETURN, TYPICAL 04 72 00 M CAST STONE MASONRY: CAST STONE VENEER 04 72 00 R CAST STONE MASONRY: CAST STONE DENTIL 04 72 00 S CAST STONE MASONRY: CAST STONE COLUMN CAP 04 72 00 T CAST STONE MASONRY: CAST STONE COLUMN COVER 04 72 00 U CAST STONE MASONRY: CAST STONE LINTEL ON ARCH 04 72 00 V CAST STONE MASONRY: CAST STONE VENEER AT ALL SIDES AND TOP OF PARPAPETS 04 72 00 W CAST STONE MASONRY: CAST GRAPHICS INTO THE CAST STONE VENEER 04 72 00 Y CAST STONE MASONRY: CAST STONE PARAPET CAP 05 52 13 B PIPE AND TUBE RAILINGS: 3'-6" MINIMUM HIGH METAL GUARDRAIL SYSTEM, TYPICAL 07 31 13 A ASPHALT SHINGLES: THICK BUTT LAMINATED SHINGLE SYSTEM. REFER TO SPECIFICATIONS. 07 31 13 D ASPHALT SHINGLES: ICE AND WATER SHIELD OVER THE ENTIRE ROOF 07 42 44 A COMPOSITE WALL PANELS (ALUMINUM-FACED): COMPOSITE WALL PANEL 07 62 00 F SHEET METAL FLASHING AND TRIM: PRE-FINISHED, PRE-FORMED SHEET METAL CAP FLASHING OVER STEPPED METAL SHINGLE FLASHING. 07 62 00 M SHEET METAL FLASHING AND TRIM: BUILT-IN SHEET METAL GUTTER (16 OUNCE COPPER) 07 62 00 N SHEET METAL FLASHING AND TRIM: PRE-FINISHED SHEET METAL DOWNSPOUT (6" DIAMETER) 07 70 00 A ROOF AND WALL SPECIALTIES: CONTINUOUS PREFINISHED, PREFORMED METAL FASCIA 07 70 00 C ROOF AND WALL SPECIALTIES: CONTINUOUS PREFINISHED, PREFORMED METAL CORNICE 07 70 00 D ROOF AND WALL SPECIALTIES: CONTINUOUS PREFINISHED, PREFORMED METAL FRIEZE 07 70 00 E ROOF AND WALL SPECIALTIES: CONTINUOUS PREFINISHED, PREFORMED METAL ARCHITRAVE 07 71 00 A MANUFACTURED ROOF SPECIALTIES: PREFINISHED, PREFORMED SNAP ON PARAPET CAP 08 44 13 C GLAZED ALUMINUM CURTAIN WALLS: DECORATIVE SCROLL CAP AT THE PERIMETER OF THE OPENING 08 51 13 A FIXED ALUMINUM WINDOWS: ALUMINUM WINDOW WITH SCROLL SUB-FRAME. REFER TO THE SPECIFICATIONS. 08 80 00 C GLAZING: SPANDREL GLASS 10 99 00 H MISCELLANEOUS SPECIALTIES: METAL CANOPY 31 20 00 A EARTH MOVING: GRADE LINE ~ SLOPE AWAY FROM THE BUILDING 1/2" PER FOOT MINIMUM FOR A DISTANCE OF 10 FEET MINIMUM, TYPICAL. 31 22 00 A LANDSCAPE GRADING: GRADE LINE ~ SLOPE AWAY FROM THE BUILDING 1/2" PER FOOT MINIMUM FOR A DISTANCE OF 10 FEET MINIMUM, TYPICAL. 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 EAST ELEVATION NORTH CW1 Item 11 LEVEL 1 100' - 0" LEVEL 2 116' - 8" LEVEL 3 131' - 4" ROOF WELL / ROOF TRUSS BEARING 146' - 0" 2 A4.11 2 A4.11 W3 W4 W3 W1W2W1 W3 W4 W3 W2W1 W1 CJ 1 A3.12 CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJCJ CJ ( B E Y O N D ) CJ CJ ( B E Y O N D ) 2' - 6"2' - 11" 12 ' - 8 " CJCJCJCJ CUPOLA - CLOCK LEVEL 174' - 5" CW4 60 DEGREE CORNER TWO STACK SOILDER COURSE 60 DEGREE CORNER TWO STACK SOILDER COURSE 1' - 1 1 / 4 " 1' - 1 1 / 4 " 08 31 13 B 04 72 00 B 04 20 00 J 04 20 00 J 05 50 00 C 05 50 00 C 04 72 00 B REFER TIO ALTERNATE #3 FOR THESE FIXED WINDOWS BEING HURRICANE RATED CURTAINWALL ASSEMBLIES HURRICANE RATED FOR 200 MPH WINDS CJ CJ CJCJ CJ CJ CJCJ CJ CJ CJCJ A4.29 15 1 A11.11 1 A11.12 1 A11.13 LEVEL 1 100' - 0" LEVEL 2 116' - 8" LEVEL 3 131' - 4" ROOF WELL / ROOF TRUSS BEARING 146' - 0" 3 A4.12 3 A4.12 2 A4.12 2 A4.12 1 A4.11 1 A4.11 C1 GRADE CW2 W5 W6W8 W7W5 W6 W6 W5 W1 W2 W1 W1 W2 W1 W8 W8 W7W7 W7 W7W5W5W5W5W5 W7 W8 W7 W7 W5 W5 W5 W5 W5 W6 W5 W2 W1 W1 W2 W1 2 A3.122' - 6" CJCJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ ( B E Y O N D ) A4.26 6 2 A5.02 W14 W14 W14W14 W1 CJ CJ CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ ( B E Y O N D ) CJ CJ CUPOLA - CLOCK LEVEL 174' - 5" W12 W15W13 W12 W15W13 W12 W15W13 W12 W15W13 W12R W13R W12R W13R W12R W13R W12R W13R 04 20 00 A 04 20 00 G 05 50 00 C05 50 00 C A4.22 5 1/A4.02 2/ A 4 . 0 2 1 2 3 4 5 6 1 2 3 4 5 6 A B C D E A B C D E PROJECT TEAM ISSUE DATE: SHEET NO. PROJECT NO.: THIS DRAWING HAS BEEN PREPARED UNDER THE DIRECTION OF RANDALL B. SCOTT, TEXAS LICENSE #9799, AND IS NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. PRINCIPAL: PROJ. ARCH.: PROJ. COOR.: DRAWN BY: Q.C.: 9/ 2 9 / 2 0 1 6 1 0 : 3 0 : 0 1 A M C : \ U s e r s \ d w a l l a c e \ D o c u m e n t s \ 1 5 5 0 . 0 0 P r o s p e r T o w n H a l l _ d w a l l a c e . r v t A4.02 EXTERIOR ELEVATIONS ED BAILEY, AIA 1550.00 R. SCOTT, AIA D. DOLAN-WALLACE, AIA E. BROWNE K. GENARIE © SEPT, 30TH 2016 TO W N O F P R O S P E R TO W N H A L L / M U L T I - P U R P O S E F A C I L I T Y WE S T S E C O N D S T . A N D S O U T H C R O C K E T T S T . P R O S P E R , T X 7 5 0 7 8 100% CONSTRUCTION DOCUMENTS 1/8" = 1'-0"2 WEST ELEVATION 1/8" = 1'-0"1 NORTH ELEVATION EXTERIOR ELEVATION GENERAL NOTES A ACTION NOTE NUMBERING APPLIES TO THIS SHEET ONLY. B CONTROL JOINTS IN MASONRY ARE TO BE 3/8" WIDE WITH BACKER ROD AND SEALANT. C REFER TO SHEET A7.11 FOR WINDOW TYPES D BIRD CONTROL DEVICES TO BE INSTALLED AROUND EDGE OF ALL CANOPIES E BIRD CONTROL DEVICES TO BE INSTALLED ON TOPS OF ALL PILASTER AND COLUMN CAPS NORTH EXTERIOR ELEVATION KEY NOTES 04 20 00 A UNIT MASONRY: BRICK VENEER, TYPICAL 04 20 00 G UNIT MASONRY: BRICK SOLDIER COURSE 04 20 00 J UNIT MASONRY: BRICK VENEER TWO COURSE JACK ARCH LINTEL (SPECIAL SHAPE BRICKS) 04 72 00 B CAST STONE MASONRY: CAST STONE LINTEL, TYPICAL 05 50 00 C METAL FABRICATIONS: CONTINUOUS GALVANIZED STEEL RELIEF ANGLE. REFER TO STRUCTURAL DRAWINGS. THE BOOTTOM OF THE ANGLE IS TO COURSE MASONRY. 08 31 13 B ACCESS DOORS AND FRAMES: HIGH PERFORMANCE EXTERIOR, FULLY-LOUVERED IN-SWINGING ACCESS DOOR Item 11 Page 1 of 2 To: Mayor and Town Council From: Paul Naughton, RLA, Park Planner Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Consider and act upon awarding CSP No. 2016-72-B Town of Prosper Frontier Park North Field Improvements - Artificial Turf, to Hellas Construction, Inc., related to turnkey solution to design, construct and install artificial turf for five fields (three baseball/softball, two multi-purpose fields) at Frontier Park; and authorizing the Town Manager to execute a construction agreement for same. Description of Agenda Item: The attached Executive Summary describes the agenda item's process and determination of the selected vendor. Budget Impact: The FY 2015-2016 Capital Improvement Program includes a budget of $ 10,451,225.00 for the design and construction of the Frontier Park North Field Improvements project (Account No. 62- 6610-60-1603-PK). Of that budget, there is $3,600,000 for artificial turf. The proposed price of $3,292,550.00 will be paid from this account. Legal Obligations and Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the standard construction agreement as to form and legality. Attached Documents: 1. Evaluation Matrix 2. Executive Summary 3. Construction Agreement Town Staff Recommendation: Staff recommends awarding CSP No. 2016-72-B Town of Prosper Frontier Park North Field Improvements - Artificial Turf, to Hellas Construction, Inc., related to turnkey solution to design, construct and install artificial turf for five fields (three baseball/softball, two multi-purpose fields) at Frontier Park; and authorizing the Town Manager to execute a construction agreement for same. Prosper is a place where everyone matters. PARKS & RECREATION Item 12 Page 2 of 2 Proposed Motion: I move to award CSP No. 2016-72-B Town of Prosper Frontier Park North Field Improvements - Artificial Turf, to Hellas Construction, Inc., related to turnkey solution to design, construct and install artificial turf for five fields (three baseball/softball, two multi-purpose fields) at Frontier Park; and authorizing the Town Manager to execute a construction agreement for same. Item 12 CS P N o . 2 0 1 6 - 7 2 - B EV A L U A T I O N M A T R I X Ev a l u a t i o n C r i t e r i a We i g h t i n g P O I N T S W E I G H T E D SC O R E PO I N T S W E I G H T E D SC O R E PO I N T S W E I G H T E D SC O R E PO I N T S W E I G H T E D SCOREPOINTS W E I G H T E D SCORE Ex t e n t E x c e e d s M i n i m u m R e q u i r e m e n t s 20 % 3. 5 0 0 . 7 0 6 . 7 5 1 . 3 5 4 . 7 5 0 . 9 5 6 . 0 0 1 . 2 0 7 . 7 5 1 . 5 5 De t a i l e d P r o j e c t P l a n 10 % 5. 5 0 0 . 5 5 6 . 0 0 0 . 6 0 3 . 2 5 0 . 3 3 7 . 0 0 0 . 7 0 8 . 0 0 0 . 8 0 Pr o v e n T r a c k R e c o r d o f P r o p o s e d S y s t e m 15 % 3. 7 5 0 . 5 6 6 . 0 0 0 . 9 0 4 . 0 0 0 . 6 0 6 . 0 0 0 . 9 0 7 . 7 5 1 . 1 6 Qu a l i f i c a t i o n s & E x p e r i e n c e o f T e a m 15 % 4. 5 0 0 . 6 8 6 . 2 5 0 . 9 4 3 . 5 0 0 . 5 3 5 . 2 5 0 . 7 9 7 . 5 0 1 . 1 3 Co s t 40 % 10 . 0 0 4. 0 0 8. 5 2 3. 4 1 7. 3 8 2. 9 5 6. 9 7 2.79 6.78 2.71 TO T A L 10 0 % 6. 4 9 7. 2 0 5. 3 5 6.38 7.35 Pa r a g o n S p o r t s Co n s t r u c t o r s Hellas Construction, Inc. To w n o f P r o s p e r F r o n t i e r P a r k N o r t h F i e l d I m p r o v e m e n t s - A r t i f i c i a l T u r f Gr e e n F i e l d s U S A F i e l d T u r f U S A , I n c . S y m m e t r y T u r f S p o r t s Fi e l d C o n s t r u c t i o n Attachment 1 Item 12 Attachment 2 Page 1 of 3 Executive Summary: Evaluation Committee Report for CSP No. 2016-72-A Frontier Park North Field Improvements – Artificial Turf Overview: On June 28, 2016, the Town Council approved the Competitive Sealed Proposal (CSP) procurement method for the purchase and installation of artificial field turf for the Town of Prosper Frontier Park – North Field Improvements project, and the evaluation criteria to be utilized for selection. Town Council made it very clear that its number one concern was safety, specifically as it relates to concussions, and wanted to ensure that the Town’s “minimum requirements” for the proposed system were of the highest safety standards. Therefore, the Parks and Recreation Division utilized standards set forth by the Synthetic Turf Council (STC), the American Society for Testing and Materials (ASTM), and others as referenced in the Requirements and Specifications section of the CSP, to meet this expectation. The scoring panel was comprised of Parks and Recreation staff, and a representative from Dunaway Associates, LLP, the Town’s architect for this project, and the Allen ISD Athletic Director. The following criteria was used to determine the best value for the Town: o The extent to which the proposed system exceeds the minimum requirements. (20%) o The cost of the proposed system. (40%) o The detailed project plan. (10%) o The proven track record of the proposed system. (15%) o The qualifications and experience of the proposed project team. (15%) Selection and Determining Factors Section 2269.155 of the Government Code allows for negotiations with the offeror that provides the best value to the Town. If the Town is unable to negotiate a satisfactory contract with the selected offeror, the governmental entity shall, formally and in writing, end negotiations with that offeror and proceed to the next offeror in the order of the selection ranking until a contract is reached or all proposals are rejected. Hellas Construction, Inc. was the highest ranked offeror. Determining factors were as follows: Hellas Construction, Inc. had stellar references from sources whom have dealt with multiple vendors of artificial turf, and has a large share of the market within Texas. No known litigation against Hellas Construction, Inc., or customers from the past or present, compared to others presented. Hellas Construction, Inc. has a professional design team in-house, with expertise in designing drainage and turf fields. Hellas Construction, Inc. offers a true turn-key solution (i.e. designs, manufactures, and installs all components of the artificial turf, from drainage system to fibers of the turfs), and performs warranty work after installation. All other solutions proposed were a combination of companies working in partnership to design and install system of a separate manufacturer. Product data for the proposed product offered by Hellas Construction, Inc., shows long term durability, with 100,000 lisport cycle testing. Lisport Cycle testing is a simulated test using studded Prosper is a place where everyone matters. Item 12 Attachment 2 Page 2 of 3 rollers over samples of artificial turf and documenting the results. The STC minimum is 20,200 cycles. Hellas Construction, Inc. is providing/installing 80 oz. inserts at home plate and bases of the baseball/softball fields for duration of 15-year warranty period, at no cost to the Town. This upgraded product for the high-wear areas of the ball fields will increase the playability of the fields, and prevent downtime due to wear issues. In comparison, FieldTurf USA, Inc. charges $11,165 per set of inserts, per field, with an anticipated replacement cycle of every four to five years. This would cost the Town an additional $100,485 over a 15-year period, potentially more if the inserts have to be replaced more often. To address Council's concern with concussions, the Town looked closely at the proposals which had information on g-max testing; which measures the impact absorption provided by synthetic turf to a player running or falling on as well as the foot stability of the surface as a player runs across it. The minimum requirements for the g-max is below 165. The g-max with the Cushdrain on the multi-purpose field is 85, the lowest g-max for all products submitted. The g-max on the softball/baseball fields is 92, which is comparable to all other products submitted. The value of the Cushdrain, which is tied to the 15-year warranty and maintenance package, is $340,000, and will provide the safest, most durable product for the Town residents, and anyone who utilizes the Town fields. Executive Summary: Legal notices advertising this solicitation were published in the Prosper Press on August 17 and 24, 2016. A pre-proposal conference was conducted on August 26, 2016. Eight (8) individuals representing seven (7) different companies were in attendance; as were four (4) staff members, the Town’s architect, and the Construction Manager-At-Risk for this project. One (1) addendum was released to address changes to the CSP requirements, to respond to vendor questions, and to provide clarification. On September 6, 2016, five proposals were received. The proposals and scoring sheets were provided to the committee members for individual scoring of each proposal submitted. On September 9, 2016, the evaluation committee met to discuss the proposals, and to complete and combine individual scoring. Based on the scores, the Town invited the top two firms, Hellas Construction, Inc., and FieldTurf USA, Inc., for interviews on September 13, 2016. Prior to interviews, each firm was provided with a list of pre-determined questions to address during their respective presentations; and provided with the opportunity to ask and answer additional questions, expand upon or highlight information contained in their proposals, and to provide closing comments as to why the Town of Prosper should select their proposed system. Upon completion of the interviews, and after checking with additional references for both firms, Hellas Construction, Inc., remained the top-ranked firm. On September 22, 2016, the Town requested an updated offer from Hellas Construction, Inc., taking into consideration the items that were discussed during the interview. The revised offer was provided to the evaluation committee for consideration on September 23, 2016. On October 6, 2016, the evaluation committee requested revisions and clarifications to the revised offer. On October 19, 2016, the revised offer was received and reviewed. At this time, we are finalizing negotiations, and a final Best and Final Offer is expected to be submitted to the Town this week. The main points of negotiation have been as follows: Item 12 Attachment 2 Page 3 of 3 o Provide/install Matrix Helix 42 oz. on baseball/softball fields, and 48 oz. on multipurpose fields. o Provide/install Cushdrain on multi-purpose fields, which will keep the g-max low over a long period of time, and keep the drainage at a high rate of displacing water. Hellas Construction, Inc. will warranty the Cushdrain for 25 years. o Provide/install 80 oz. inserts at home plate and bases of the baseball/softball fields for the life of the warranty period, at no additional cost to the Town. o Provide/install approximately 4,200 SF of Real grass synthetic turf with 10mm pad at 4 existing batting cages, at no cost to the Town o Provide additional field groomer (equipment), at no cost to the Town o Provide one free cleaning of all fields, after the construction at adjacent building and parking lot is completed. o Cost reduction on the proposal price. o Cost reduction on the 15-year annual maintenance fee. o G-max testing once a year for 15 years. o Warranty period extended to 15-years to cover all fields. The evaluation committee will be prepared to submit a recommendation of award to the Town Council for consideration at the November 29, 2016, Town Council meeting, unless otherwise directed. It is the evaluation committee’s intent to recommend Hellas Construction, Inc.’s proposal as the best value for the Town. Comparison of Costs Cost Differences Field Turf USA Hellas Base Proposal $2,727,362.43 $3,292,550.00 Add On's/deductions included in base proposal Cost of Cushdrain for multi- purpose fields ($340,000.00) Extra inserts provided (15 year period) *($100,495.00) Batting Cage Turf **($20,000.00) Additional Field Groomer ($11,250.00) Total Cost with Add On's $2,727,362.43 $2,820,805.00 Maintenance (15 year agreement) $9,995.00/year ***$24,350.00/year *cost based on how much they would be based on Field Turf's price of replacement **cost estimate from 2015-2016 budget supplemental *** Hellas provides field maintenance 2X a year as opposed to once a year in Field Turf proposal. Item 12 CONTRACT DOCUMENTS AND SPECIFICATIONS FOR TOWN OF PROSPER FRONTIER PARK NORTH FIELD IMPROVEMENTS - ARTIFICIAL TURF CSP NO. 2016-72-B TOWN OF PROSPER COLLIN COUNTY, TEXAS TOWN OFFICIALS Ray Smith, Mayor Curry Vogelsang, Jr., Mayor Pro-Tem Jason Dixon, Deputy Mayor Pro-Tem Michael Korbuly, Place 1 Kenneth Dugger, Place 2 Meigs Miller, Place 4 Mike Davis, Place 5 Harlan Jefferson, Town Manager Item 12 CSP NO. 2016-72-B Page 2 of 66 TABLE OF CONTENTS TABLE OF CONTENTS .................................................................................................. 2 LEGAL NOTICE .............................................................................................................. 3 INSTRUCTIONS TO PROPOSERS ................................................................................ 4 GENERAL CONDITIONS ................................................................................................ 5 REQUIREMENTS AND SPECIFICATIONS .................................................................. 22 EXHIBIT A MASTER PLAN ........................................................................................... 33 ATTACHMENT 1 TURF MANUFACTURER QUESTIONNAIRE ................................... 34 ATTACHMENT 2 WARRANTY INFORMATION QUESTIONNAIRE ............................. 35 ATTACHMENT 3 PROPOSAL FORM ........................................................................... 37 BID BOND ..................................................................................................................... 43 CONSTRUCTION AGREEMENT .................................................................................. 45 PERFORMANCE BOND ............................................................................................... 58 PAYMENT BOND.......................................................................................................... 61 MAINTENANCE BOND ................................................................................................. 64 APPENDICES ............................................................................................................... 67 Item 12 CSP NO. 2016-72-B Page 3 of 66 LEGAL NOTICE The Town of Prosper is accepting sealed Proposals for a turnkey solution to design, construct and install artificial turf for five fields (3 baseball/softball, two multi-purpose fields) located at Frontier Park, in the Town of Prosper, located at 1551 W. Frontier Parkway. One (1) original and five (5) copies addressed to the Purchasing Agent will be received at the Town Hall Annex, 151 S. Main St., Prosper, TX 75078, until 2:00 p.m., September 6, 2016. A pre-proposal conference will be conducted on August 26, 2016, at 10:00 a.m., in the Town of Prosper Municipal Chambers located at 108 W. Broadway St., Prosper, TX 75078. Details and instructions may be requested from the Purchasing Agent by calling (972) 569-1018; by emailing january_cook@prospertx.gov; or downloaded from Current Bid Opportunities at the following link: http://www.prospertx.gov/ /business/bid-opportunities/. Item 12 CSP NO. 2016-72-B Page 4 of 66 INSTRUCTIONS TO PROPOSERS 1. Submittal Deadline: Proposals will be accepted until 2:00 p.m. on Tuesday, September 6, 2016. 2. Submittal Location: Proposals will be accepted at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078. 3. Submittal Requirements: Each Proposer shall submit one (1) original and one (1) copy of their proposal, along with their bid security, in a sealed envelope clearly marked with their name and CSP No. 2016-72-B, Town of Prosper Frontier Park North Field Improvements - Artificial Turf 4. Proposal Opening: Proposals will be publicly opened and read aloud at the Town Hall Annex, 151 S. Main St., Prosper, Texas 75078, immediately following the proposal deadline. 5. Proposal Documents: Copies of Plans, Specifications, and Contract Documents may be examined without charge at the following location: Town of Prosper Purchasing Division 151 S. Main St. Prosper TX. 75078 Phone: 972-569-1018 or Download free of charge from Current Bidding Opportunities, at the following link: http://www.prospertx.gov/business/bid-opportunities/. 6. Questions and Requests for Clarification: Questions and requests for clarifications in regards to this proposal should be emailed directly to January Cook, CPPO, CPPB, Purchasing Agent, at january_cook@prospertx.gov. August 30, 2016 at 12:00 p.m. will be the deadline for receipt of questions and requests for clarifications. After that day and time, no further questions or requests for clarifications will be accepted or answered by the Engineer or Town. 7. Addenda: If it becomes necessary to provide additional information to potential Bidders, the Town of Prosper will issue an addendum containing the necessary information. 8. Pre-Proposal Meeting: A pre-proposal conference will be conducted on August 26, 2016, at 10:00 a.m., in the Town of Prosper Municipal Chambers located at 108 W. Broadway St., Prosper, TX 75078. Item 12 CSP NO. 2016-72-B Page 5 of 66 GENERAL CONDITIONS GC.01 PURPOSE: The General Conditions contained herein set forth conditions or requirements common to this Contract and all other construction contracts issued by the Town of Prosper. GC.02 DEFINITIONS: The following words and expressions, or pronouns used in their place, shall wherever they appear in this Contract, be construed as follows, unless a different meaning is clear from the context: CALENDAR DAY: Any days of the week or month, no days being excepted. CONTRACT DOCUMENTS: All of the written, printed, typed, and drawn instruments that comprise and govern the performance of the contract as defined by the Construction Agreement. ENGINEER: The ENGINEER of the OWNER or his designee. EXTRA WORK: Work required by the OWNER other than that which is expressly or impliedly required by the Contract Documents at the time of execution of the Contract. HOLIDAYS: The ten official holidays observed are New Year's Day, Martin Luther King Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Eve, and Christmas Day. If a holiday falls on a Saturday, it shall be observed on the preceding Friday. If a holiday falls on a Sunday, it shall be observed on the following Monday. OWNER: The Town of Prosper, Texas, acting through the Town Manager under authority granted by the Town Council. OWNER'S REPRESENTATIVE: The Executive Director of Development and Community Services of the Town of Prosper or his designee. SUB-CONTRACTOR: Any persons, firm or corporation, other than employees of the CONTRACTOR, who or which contracts with the CONTRACTOR to furnish, or who actually furnishes, labor and/or materials and equipment at or about the site. SUBSTANTIALLY COMPLETE: The condition upon which the Work has been made suitable for use and may serve its intended purpose but may still require minor miscellaneous work and adjustment. WORK: All work to be performed by the CONTRACTOR under the terms of the Contract, including the furnishing of all materials, supplies, machinery, equipment, tools, superintendence, labor, submittals, services, insurance, permits, certificates, licenses, and all water, light, power, fuel, transportation, facilities, and other incidentals. WRITTEN NOTICE: Notice required by the Contract shall be served concurrently to the OWNER'S REPRESENTATIVE, ENGINEER, and/or CONTRACTOR. Item 12 CSP NO. 2016-72-B Page 6 of 66 Notice delivered by mail shall be effective on the postmark date, notice delivered by hand shall be effective the date of delivery, and notice delivered by facsimile or e-mail shall be effective the date of transmission, provided that any notice served after 5 PM or on a weekend or holiday shall be effective the following business day. GC.03 GENERAL RESPONSIBILITIES AND UNDERSTANDINGS: (a) Intent of Contract Documents: The intent of the Contract Documents is to prescribe a complete work or improvement, which the CONTRACTOR undertakes to do in full compliance with the plans, specifications, special provisions, proposal and contract. The CONTRACTOR shall do all work as provided in the plans, specifications, special provisions, proposal and contract, and shall do such additional extra work as may be considered necessary to complete the work in satisfactory and acceptable manner. The CONTRACTOR shall furnish all labor, tools, materials, machinery, equipment and incidentals necessary to the satisfactory prosecution and completion of the work. (b) No Waiver of Legal Right: Inspection by the OWNER or ENGINEER, any order, measurement, or certificate by OWNER or ENGINEER, any order by the OWNER for payment of money, any payment for or acceptance of any work, or any extension of time, or any possession taken by the OWNER, shall not operate as a waiver of any provisions of the Contract Documents or any power therein reserved to the OWNER of any rights or damages therein provided. Any waiver of any breach of contract shall not be held to be a waiver of any other subsequent breach. The OWNER deserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the contract and specifications. The OWNER reserves the right to claim and recover by process of law sums as may be sufficient to correct any error or make good any deficiency in the work resulting from such error, dishonesty or collusion, upon the conclusive proof of collusion or dishonesty by the CONTRACTOR or his agents and the ENGINEER or his assistants, discovered in the work after the final payment has been made. (c) Changes and Alterations: The CONTRACTOR further agrees that the OWNER or ENGINEER may make such changes and alterations as the OWNER may see fit, in the line, grade, form, dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompany Performance and Payment Bonds. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages for anticipated profits on the work that may be dispensed with. If the amount of work is increased, such additional work shall be paid for as provided under Extra Work. In case the OWNER shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the OWNER shall recompense the CONTRACTOR for any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned. Item 12 CSP NO. 2016-72-B Page 7 of 66 (d) Discrepancies and Omissions: It is further agreed that it is the intent of this contract that all work must be done and all material must be furnished in accordance with the generally accepted practice, and in the event of any discrepancies between the separate contract documents, the priority of interpretation defined by the Construction Agreement shall govern. In the event that there is still any doubt as to the meaning and intent of any portion of the contract, specifications or drawings, the ENGINEER shall define which is intended to apply to the work. (e) Plans and Specifications: The OWNER shall furnish the CONTRACTOR with an adequate and reasonable number of copies of all plans and specifications without expense to him, and the CONTRACTOR shall keep one copy of the same constantly accessible on the work, with the latest revisions noted thereon. (f) Ownership of Drawings: All drawings, specifications and copies thereof furnished by the OWNER shall not be reused on other work, and, with the exception of the signed contract sets, are to be returned to him on request, at the completion of the work. All models are the property of the OWNER. (g) Adequacy of Design: It is understood that the OWNER believes it has employed competent engineers and designers. It is, therefore, agreed that, as to the CONTRACTOR only, the OWNER shall be responsible for the adequacy of the design, sufficiency of the Contract Documents, and the practicability of the operations of the completed project; provided the CONTRACTOR has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the OWNER. The burden of proof of such compliance shall be upon the CONTRACTOR to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof and all approved additions and alterations thereto. (h) Line and Grade: The ENGINEER will furnish control benchmarks for the construction of the Work. The CONTRACTOR shall use the control benchmarks and data shown on the drawings. No construction staking will be provided by the ENGINEER or owner for this project. Any restaking, and all construction staking, required shall be at the sole cost of the CONTRACTOR. (i) Right of Way and Easements: The OWNER will obtain all necessary right of ways and easements required for the completion of the Work. No work shall be undertaken on nor shall men, tools, equipment, or other supplies occupy any ground outside right of ways and easements. If Contractor wants to work outside right of ways and easements and is able to make an agreement with the Property Owner, then the agreement should be documented and signed by the Property Owner and CONTRACTOR with a copy submitted to the OWNER before work off the easement commences. The OWNER will obtain permits and/or license agreements necessary for work to be performed on right of ways or easements owned by other agencies including, but not limited to, the Texas Departments of Transportation, North Texas Tollway Authority, BNSF Railway, and utility companies. The CONTRACTOR shall comply with the conditions of these permits and/or license agreements as if they were a part of the Contract Documents. Item 12 CSP NO. 2016-72-B Page 8 of 66 (j) Existing Utilities and Structures: The locations of existing utilities shown on the plans are based on the interpretation of the best available information and are not warranted by the OWNER or ENGINEER. It shall be the responsibility of the CONTRACTOR to verify and/or locate the various locations of pertinent utilities prior to or during construction. If any utility or irrigation system is broken by the Contractor, it shall be the responsibility of the CONTRACTOR to repair, at his own expense, the damaged line and restore it to its functional use. (k) Right of Entry: The OWNER reserves the right to enter the property or location on which the works herein contracted for are to be constructed or installed, by such agent or agents as he may elect, for the purpose of inspecting the work, or for the purpose of constructing or installing such collateral work as said OWNER may desire. The CONTRACTOR shall conduct his work so as not to impede unnecessarily any work being done by others on or adjacent to the site. (l) Collateral Contracts: The OWNER agrees to provide by separate contract or otherwise, all labor and material essential to the completion of the work specifically excluded from this contract, in such manner as not to delay the progress of the work or damage said CONTRACTOR, except where such delays are specifically mentioned elsewhere in the Contract Documents. (m) Objections and Determinations: The ENGINEER shall determine all claims disputes and other matters in question between the CONTRACTOR and the OWNER relating to the execution or progress of the work or the interpretation of the Contract Documents. The ENGINEER'S decision shall be rendered in writing within a reasonable time and shall be binding. (n) Owner-Engineer Relationship: The duties, responsibilities and limitations of authority of the ENGINEER during construction are as set forth in the Contract Documents and shall not be extended or limited without written consent of the OWNER and ENGINEER. The ENGINEER will advise and consult with the OWNER, and OWNER'S instructions to the CONTRACTOR may be issued through the ENGINEER as if they were issued by the OWNER directly. GC.04 CONTRACTOR RESPONSIBILITIES: (a) Contractor Independence: The CONTRACTOR is and at all times shall remain an independent contractor, solely responsible for the manner and method of completing his work under this contract, with full power and authority to select the means, method and manner of performing such work, so long as such methods do not adversely affect the completed improvements, the OWNER and ENGINEER being interested only in the result obtained and conformity of such completed improvements to the Contract Documents. (b) Assignment and Subletting: The CONTRACTOR agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract and that he will not assign by Power of Attorney, or otherwise, or sublet said contract without the written consent of the OWNER or ENGINEER, and that no part or feature of the work will be sublet to anyone objectionable to the ENGINEER or the OWNER. The CONTRACTOR further agrees that the subletting of any portion or feature of the work, or materials required in the performance of this Item 12 CSP NO. 2016-72-B Page 9 of 66 contract, shall not relieve the CONTRACTOR from his full obligations to the OWNER, as provided by this Agreement. (c) Contractor’s Understanding: It is understood and agreed that the CONTRACTOR has, by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way affect the work under this contract. No verbal agreement or conversation with any officer, agent or employee of the OWNER or ENGINEER, either before or after the execution of this contact, shall affect or modify any of the terms or obligations herein contained. (d) Duty of Contractor: The CONTRACTOR shall be solely responsible for the safety of himself, his employees and other persons, as well as for the protection of the safety of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder. CONTRACTOR shall be fully and completely liable, at his own expense, for design, construction, installation and use, or non-use, of all items and methods incident to performance of the contract, and for all loss, damage or injury incident thereto, either to person or property, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, and similar items or devices used by him during construction (e) Supervision by Contractor: The CONTRACTOR shall give adequate attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall represent the CONTRACTOR in his absence and all directions given to him shall be as binding as if given to the CONTRACTOR. (f) Character of Workmen: The CONTRACTOR agrees to employ only orderly and competent men, skillful in the performance of the type of work required under this contract, to do the work; and agrees that whenever the OWNER or ENGINEER shall inform him in writing that any man or men on the work are, in his opinion, incompetent, unfaithful or disorderly, such man or men shall be discharged from the work and shall not again be employed on the work without the OWNER’S or ENGINEER'S written consent. (g) Contractor’s Buildings: The building of structures or the erection of tents or other forms of protection will be permitted only for use as temporary office space or for storage of materials, equipment, and supplies and only at such places as the OWNER or ENGINEER shall direct, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the OWNER or ENGINEER. At no time shall employees or agents of the CONTRACTOR occupy such facilities except in conjunction with performance of the Work. (h) Protection of Site: The Contractor shall protect all structures, walks, pipe lines, trees, shrubbery, lawns and other improvements during the progress of his work and shall remove from the site all debris and unused materials. Item 12 CSP NO. 2016-72-B Page 10 of 66 (i) Sanitation: Necessary sanitary conveniences for the use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the CONTRACTOR in such manner and at such points as shall be approved by the OWNER or ENGINEER, and their use shall be strictly enforced. (j) Equipment, Materials, and Construction Plant: The CONTRACTOR shall be responsible for the care, preservation, conservation, protection and replacement of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, all means of construction, and any and all parts of the work, whether the CONTRACTOR has been paid, partially paid, or not paid for such work, or whether OWNER has taken possession of completed portions of such work, until the entire work is completed and accepted. (k) Losses from Natural Causes: Unless otherwise specified, all loss or damage to the CONTRACTOR arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the CONTRACTOR at his own cost and expense. GC.05 PROTECTION OF PERSONS AND PROPERTY: (a) Protection Against Claims: If any person files a claim against the OWNER, OWNER’s Agent or CONTRACTOR for personal injury or property damage resulting from, arising out of, or caused by, the operations of the CONTRACTOR, or any Work within the limits of the Project, the CONTRACTOR must either submit to the OWNER a duly executed full release within thirty (30) calendar days from the date of written claim, or immediately report the claim to his liability insurance carrier for their action in adjusting the claim. If the CONTRACTOR fails to comply with this provision within the stipulated time limit, it will be automatically deemed that the CONTRACTOR has appointed the OWNER as its irrevocable Attorney In Fact authorizing the OWNER to report the claim directly with the CONTRACTOR’s liability insurance carrier. This provision is in and of itself a Power of Attorney from the CONTRACTOR to the OWNER, which authorizes the OWNER to take said action on behalf of the CONTRACTOR without the necessity of the execution of any other document. If the CONTRACTOR fails to comply with the provisions of this item, the OWNER, at its own discretion, may terminate this contract or take any other actions it deems appropriate. Any payment or portion thereof due the CONTRACTOR, whether it is a final payment, progress payment, payment out of retainage or refund payment may be withheld by the OWNER. Bankruptcy, insolvency or denial of liability by the CONTRACTOR’s insurance carrier shall not exonerate the CONTRACTOR from liability. As a result of the additional work created to OWNER due to non-response of claims for damages by CONTRACTOR to third parties, CONTRACTOR shall incur penalties for failure to abide by this Special Condition. The CONTRACTOR shall respond to the claimant in writing regarding the status of the claim, including whether CONTRACTOR disputes the claim, wishes to settle, or will notify its liability insurance carrier regarding the claim. CONTRACTOR will be assessed a penalty by OWNER of $75.00 per claim, for its failure to respond to Item 12 CSP NO. 2016-72-B Page 11 of 66 the claimant as described above within thirty (30) calendar days of its written notice of claim by the City. To ensure CONTRACTOR compliance, the OWNER shall be notified, by copied correspondence of responses or settlement by CONTRACTOR. (b) Protection Against Accidents to Employees and the Public: The CONTRACTOR shall at all times exercise reasonable precautions for the safety of employees and others on or near the work and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of the Associated General contractors of America except where incompatible with Federal, State, or Municipal laws or regulations. The CONTRACTOR shall provide such machinery guards, safe walkways, ladders, bridges, gangplanks, and other safety devices. The safety precautions actually taken and their adequacy shall be the sole responsibility of the CONTRACTOR, acting at his discretion as an independent contractor. (c) Protection of Adjoining Property: The CONTRACTOR shall take proper means to communicate with the adjacent or adjoining property owners and protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjoining property. (d) Protection Against Royalties or Patented Invention: The CONTRACTOR shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the patentee or owner. (e) Threats to Persons or Property: The CONTRACTOR shall respond promptly to any imminent threat to persons or property arising from or in relation to performance of the Work. Failure to promptly correct any threat to persons or property may result in a temporary suspension of work until such time as the threat is resolved. GC.06 PROSECUTION AND PROGRESS: (a) Time and Order of Completion: It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the CONTRACTOR shall be allowed to prosecute his work in such manner as shall be most conducive to economy of construction; provided however, that the order and the time of prosecution shall be such that the work shall be Substantially Completed as a whole and in part in accordance with this contract, the plans and specifications, and within the time of completion designated in the Proposal; provided, also, that when the OWNER is having other work done, either by contract or by his own force, the ENGINEER may direct the time and manner of constructing the work done under this contract, so that conflict will be avoided and the construction of the various works being done for the OWNER shall be harmonized. Item 12 CSP NO. 2016-72-B Page 12 of 66 The CONTRACTOR shall submit prior to beginning work, with each pay estimate, and at other such times as may reasonably be requested by the OWNER or ENGINEER, schedules which shall show the order in which the CONTRACTOR proposes to carry on the work, with dates at which the CONTRACTOR will start the several parts of the work, and estimated dates of completion of the several parts. (b) Working Hours: Permissible working hours are 7:00 AM to 7:00 PM Monday through Saturday, excluding holidays. Working hours are enforced by the Town of Prosper Police Department. Any variance to these working hours must be requested by the CONTRACTOR in writing at least two weeks in advance and will require approval from the OWNER upon positive recommendation of the ENGINEER. (c) Extension of Time: Should the CONTRACTOR be delayed in the completion of the work by any act or neglect of the OWNER or ENGINEER, or of any employee of either, or by other contractors employed by the OWNER, or by changes ordered in the work, or by strikes, lockouts, fires, and unusual delays by common carriers, or uncontrollable cause or causes beyond the CONTRACTOR'S control, and the OWNER and ENGINEER decides such cause justifies the delay, then an extension of time sufficient to compensate for the delay as determined by the OWNER or ENGINEER shall be allowed for completing the work; provided, however, that the CONTRACTOR shall give the OWNER or ENGINEER prompt notice in writing of the cause of such delay. (d) Hindrances and Delays: No claims shall be made by the CONTRACTOR for damages resulting from hindrances or delays from any cause (except where the work is stopped by order of the OWNER) during the progress of any portion of the work embraced in this contract. In case said work shall be stopped by the act of the OWNER, then such expense as in the judgment of the ENGINEER is caused by such stoppage of said work shall be paid by the OWNER to the CONTRACTOR. (e) Liquidated Damages: The time of completion is of the essence for this Contract. For each day that any work shall remain uncompleted after the time specified in the Contract or in an executed Change Order, including milestone completion dates, substantial completion, and final completion, the OWNER may deduct the following sum from monies due to the CONTRACTOR for each day the work remains uncompleted: GC.07 Amount of Contract Amount of Liquidated Damages Less than $50,000 $100 per day $50,000 to $100,000 $150 per day $100,000 to $500,000 $200 per day $500,000 to $1,000,000 $250 per day $1,000,000 to $5,000,000 $500 per day Greater than $5,000,000 $750 per day Item 12 CSP NO. 2016-72-B Page 13 of 66 GC.08 CONTROL OF WORK AND MATERIAL: (a) Shop Drawings and Submittals: The CONTRACTOR shall submit to the OWNER or ENGINEER, with such promptness as to cause no delay in his own work or in that of any other contractor, four (4) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules required for the work of the various trades, and the OWNER or ENGINEER shall pass upon them with reasonable promptness, noting desired corrections. The CONTRACTOR shall make any corrections required by the OWNER or ENGINEER, file with him two corrected copies and furnish such other copies as may be needed. The OWNER’S or ENGINEER'S approval of such drawings or schedules shall not relieve the CONTRACTOR from responsibility for deviations from drawings or specifications, unless he has in writing called the OWNER’S or ENGINEER'S attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the CONTRACTOR'S responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required contract work in accordance with the plans and specifications and within the contract time. Such review by the OWNER or ENGINEER shall be for the sole purpose of determining the sufficiency of said drawings or schedules to result in finished improvements in conformity with the plans and specifications, and shall not relieve the CONTRACTOR of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the OWNER or ENGINEER does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during CONTRACTOR'S performance hereunder. (b) Temporary Traffic Control: Where the Work is carried on, in or adjacent to any road, alley, sidewalk, trail, or other public space, the CONTRACTOR shall at his own cost and expense furnish, erect and maintain temporary traffic control devices and shall take such other precautionary measures for the protection of persons or property and of the Work as are necessary. A sufficient number and arrangement of temporary traffic control devices shall be erected to keep vehicles and persons from entering on or into any work under construction. The CONTRACTOR's responsibility for the maintenance of barricades, signs and lights, and for providing watchmen, shall not cease until the project has been accepted by the Owner. All temporary traffic control devices shall be clearly visible at all times of day and night. Signs and barricades shall be constructed of retro-reflective sheeting, and cones and other channelizing devices shall have retro-reflective banding. All temporary traffic control devices shall comply with and have the meanings prescribed by the Texas Manual of Uniform Traffic Control Devices. The Contractor shall at all times coordinate the closing of any section of road, alley, sidewalk, trail, or other public space with the OWNER or ENGINEER. When such a closing is anticipated to have a duration longer than one (1) hour, the CONTRACTOR shall submit a traffic control plan at least 72 hours in advance to the OWNER or ENGINEER for review and approval. Item 12 CSP NO. 2016-72-B Page 14 of 66 The CONTRACTOR shall be held responsible for all damage to the Work due to failure of barricades, signs, to protect it, and whenever evidence is found of such damage, the OWNER or ENGINEER may order the damaged portion immediately removed and replaced by the CONTRACTOR at his cost and expense. (c) Public Convenience: Materials stored about the Work shall be so placed, and the Work shall at all times to be so conducted, as to cause no greater obstruction to the traveling public than is considered necessary by the OWNER. The CONTRACTOR shall make provisions at all roads, alleys, sidewalks, trails, and private driveways for the free passage of pedestrians and vehicles provided that where free passage is impractical or unnecessary in the opinion of the OWNER, the CONTRACTOR may make arrangements satisfactory to the OWNER for the diversion of traffic and shall, at his own expense, provide all material and perform all work necessary for the construction and maintenance of such diversions. The materials excavated, and the construction materials or plant used in the construction of the Work, shall be placed so as not to endanger the Work or prevent free access to all public and private utilities and related appurtenances. The OWNER reserves the right to remedy any neglect on the part of the CONTRACTOR as regards to the public convenience and safety which may come to its attention after twenty-four (24) hours notice in writing the CONTRACTOR, save in cases of emergency, when it shall have the right to remedy any neglect without notice; and in either case, the cost of such work done by the OWNER shall be deducted from monies due or to become due to the Contractor. (d) Testing of Materials: Testing and inspection of materials required by the specifications shall be performed by a commercial testing laboratory selected by the CONTRACTOR and approved by the OWNER. Except as otherwise noted, the costs of laboratory tests will be paid by the CONTRACTOR, including any materials or specimens for testing. Any testing of material or workmanship required due to failure will be paid for by the CONTRACTOR. This payment will be made direct to the testing laboratory by the CONTRACTOR. The CONTRACTOR shall furnish at his own expense, suitable evidence that the materials he proposes to incorporate into the work are in accordance with the specifications. Mill tests for reinforcing steel and cement will be acceptable if it is definite that the test sheets apply to the material being furnished. Manufacturer's or supplier's test results will be acceptable for such items as pipe, valves, hydrants when it is definite that the material being furnished is in accordance with the manufacturer's or supplier's specifications to which the test results apply. Supplier's evidence of quality and gradation of asphaltic material will be acceptable as long as the material is secured from the sources to which the evidence applies. Should the CONTRACTOR fail to provide the above information, or should the validity of the above information be called into question, the OWNER shall have the right to require tests to be made by the OWNER's laboratory to obtain this information and the cost therefore shall be borne by the CONTRACTOR or deducted from monies owed by the OWNER to the CONTRACTOR. (e) Trench Excavation Protection: It is the sole duty, responsibility, and prerogative of the CONTRACTOR, not the OWNER or ENGINEER, to determine the specific Item 12 CSP NO. 2016-72-B Page 15 of 66 applicability of a trench safety system to each field condition encountered on the project as required by Part 1926, Sub-part P-Excavations, Trenching, and Shoring of the Occupational Safety and Health Administration's Standards and Interpretations. It will be the Contractor's responsibility to identify the soil type and to accurately adjust his trench safety methods according to the OSHA requirements. (f) Explosives: The use of explosives shall not be permitted. GC.09 INSPECTION AND ACCEPTANCE: (a) Inspection of Work: Inspection will be performed by representatives of the OWNER, ENGINEER, other reviewing agencies, and their designees. It is the intent of the OWNER to inspect all work on this project. The CONTRACTOR is responsible for verifying with the OWNER, ENGINEER, or other reviewing agencies when an inspector is and is not required. The CONTRACTOR shall furnish the OWNER, ENGINEER, other reviewing agencies, and their designees reasonable access and facilities for inspecting the Work and determining whether or not the Work is in accordance with the Contract Documents The CONTRACTOR shall be responsible for all costs associated with verifying the acceptability of work completed without proper inspection, as directed by the OWNER, ENGINEER, or other reviewing agency. If deemed to be unacceptable, the work may be ordered removed at the CONTRACTOR's expense. (b) Inspection Overtime: The OWNER and ENGINEER will provide inspection staff on weekdays between 8:00 AM and 5:00 PM. Inspection performed outside these hours or on weekends or holidays may be subject to an inspection overtime fee determined by the OWNER and ENGINEER. The CONTRACTOR is responsible for determining inspection overtime rules of other reviewing agencies. (c) Use of Completed Portions: The OWNER shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions may not have expired. Such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents, nor shall the risk of loss change from CONTRACTOR to OWNER. If such prior use increases the cost of or delays the work, the CONTRACTOR shall be entitled to such extra compensation, or extension of time, or both, as the OWNER or ENGINEER may determine. (d) Defects and their Remedies: If the Work or any portion thereof, or any material brought on the site of the Work for use in the Work or selected for the same, shall be deemed by the OWNER or ENGINEER as unsuitable or not in conformity with the specifications, the CONTRACTOR shall, after receipt of written notice thereof from the OWNER or ENGINEER, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this contract. (e) Preliminary Final Inspection: Upon substantial completion of the Work, the CONTRACTOR shall request a preliminary final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. The Item 12 CSP NO. 2016-72-B Page 16 of 66 OWNER or ENGINEER will provide written notice of any defects to the CONTRACTOR and the CONTRACTOR shall promptly remedy such defects in accordance with the Contract Documents. (f) Final Inspection: Upon completion of all items identified on the punch list, the CONTRACTOR shall request a final inspection of the Work by representatives of the OWNER, ENGINEER, and other reviewing agencies. If additional defects are noted, the CONTRACTOR shall promptly remedy such defects and repeat this process. If the Work is found to be acceptable, the OWNER or ENGINEER will provide written notice of Completion of the Work to the CONTRACTOR. (g) Acceptance: Upon Completion, the CONTRACTOR shall submit to the OWNER or ENGINEER such documentation as is necessary to insure that the work has been completed, subcontractors and suppliers have been paid, any claims received have been settled, and other documentation as required by the OWNER or ENGINEER. If the documentation is found to be acceptable, the OWNER or ENGINEER will issue a written notice of Acceptance of the Work to the CONTRACTOR. GC.10 MEASUREMENT AND PAYMENT: (a) Estimated Quantities: The quantities of each item on the bid proposal blank represent the approximate amount of work to be done. Final quantities actually built will be determined and paid for by actual measurements on the ground of the final work completed. Bidders are especially notified that no incidental items of work will be paid for unless there appears an item in the proposal blank for such work. It must be strictly understood that the prices bid are for complete and acceptable work. (b) Measurement: Quantities of individual items of work shall be based on the final, in- place quantity of the item of work, measured or computed using the units specified in the Proposal. Where a discrepancy in measured or computed quantities occurs among the OWNER, ENGINEER, and CONTRACTOR, the parties attempt to reconcile the discrepancy. If no reconciliation is possible, the determination of the ENGINEER shall be used. (c) Progress Payments: As close as practical to the end of each month in which work has been performed, the CONTRACTOR shall prepare and submit to the OWNER an application for payment showing as completely as practicable the total value of the work done by the CONTRACTOR up to and including the last day immediately preceding the date of such application and the value of all sound materials delivered on the site of the work that are to be fabricated into the work. The OWNER'S REPRESENTATIVE and/or ENGINEER shall promptly review CONTRACTOR'S application for payment, shall either approve or modify the total value of the work done by CONTRACTOR and the value of materials delivered on the site, and shall submit to OWNER such application for payment as approved or modified with OWNER’S REPRESENTATIVE'S and/or ENGINEER'S recommendation affixed thereto within ten (10) business days following the receipt of the application from CONTRACTOR. Item 12 CSP NO. 2016-72-B Page 17 of 66 The OWNER shall pay the CONTRACTOR within thirty (30) days following receipt of the application from CONTRACTOR, less any amount held for retainage or outstanding claims or defective work. (d) Payment Withheld: The OWNER may withhold any payment otherwise due to the CONTRACTOR. The amount of any withheld payment shall be as necessary to protect the OWNER's interest in the following circumstances: (i) unsatisfactory progress of the Work within the CONTRACTOR's control; (ii) reasonable doubt that the Work can be completed for the unpaid balance; (iii) failure of the CONTRACTOR to carry out orders of the OWNER; (iv) defective work not remedied; (v) the filing of a claim against the CONTRACTOR or reasonable evidence that a claim will be filled against the CONTRACTOR; (vi) failure of the CONTRACTOR to make payment to subcontractors or suppliers for material and labor used in performance of the Work; (vii) unsafe working conditions or threats to persons or property allowed to persist by the CONTRACTOR; (viii) failure of the CONTRACTOR to provide work schedules, invoices, or other records requested by the OWNER; (ix) use of subcontractors without the consent of the ENGINEER or OWNER; (x) or, failure of the CONTRACTOR to keep current redline as-built drawings at the job site or to turn redline as-built drawings over to the OWNER. GC.11 EXTRA WORK AND CLAIMS: (a) Change Orders: Without invalidating this Agreement, the OWNER may, at any time or from time to time, order additions, deletions or revisions to the work; such changes will be authorized by written Change Order prepared by the OWNER for execution by the CONTRACTOR. The Change Order shall set forth the basis for any change in contract price, as hereinafter set forth for Extra Work, and any change in contract time which may result from the change. In the event the CONTRACTOR shall refuse to execute a Change Order which has been prepared by the OWNER, the OWNER may in writing instruct the CONTRACTOR to proceed with the work as set forth in the Change Order and the CONTRACTOR may make claim against the OWNER for Extra Work involved therein, as hereinafter provided. (b) Minor Changes: The OWNER or ENGINEER may authorize minor changes in the work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price. If the CONTRACTOR believes that any minor change or alteration authorized by the OWNER or ENGINEER involves Extra Work and entitles him to an increase in the Contract Price, the CONTRACTOR shall make written request to the OWNER or ENGINEER for a written Field Order. Any request by the CONTRACTOR for a change in Contract Price shall be made in writing in accordance with the provisions of this section prior to beginning the work covered by the proposed change. Item 12 CSP NO. 2016-72-B Page 18 of 66 (c) Extra Work: It is agreed that the basis of compensation to the CONTRACTOR for work either added or deleted by a Change Order or for which a claim for Extra Work is made shall be determined by one or more of the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) nor Method (B) be agreed upon before the Extra Work is commenced, then the CONTRACTOR shall be paid the "actual field cost" of the work, plus fifteen (15) percent. In the event said Extra Work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost to the CONTRACTOR of all workmen, such as foreman, timekeepers, mechanics and laborers, and materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such Extra Work, plus actual transportation charges necessarily incurred, together with all power, fuel, lubricants, water and similar operating expenses, also all necessary incidental expenses incurred directly on account of such Extra Work, including Social Security Old Age Benefits and other payroll taxes, and, a ratable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation, and all other insurance as may be required by any law or ordinance, or directed by the OWNER, or by them agreed to. The OWNER or ENGINEER may direct the form in which accounts of the "actual field cost" shall be kept and the records of these accounts shall be made available to the OWNER or ENGINEER. The OWNER or ENGINEER may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise these matters shall be determined by the CONTRACTOR. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100 percent, unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America. Where practicable the terms and prices for the use of machinery and equipment shall be incorporated in the written Change Order. The fifteen percent (15%) of the "actual field cost" to be paid the CONTRACTOR shall cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the "actual field cost" as herein defined; save that where the CONTRACTOR'S Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for Extra Work of any kind will be allowed unless ordered in writing by the OWNER or ENGINEER. In case any orders or instructions, either oral or written, appear to the CONTRACTOR to involve Extra Work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the OWNER or ENGINEER for written order authorizing such Extra Work. Should a difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment therefore, and the OWNER or ENGINEER insists upon its performance, the CONTRACTOR shall proceed with the work after making written request for written order and shall keep an accurate account of the "actual field cost" thereof, as provided under Method (C). The CONTRACTOR will Item 12 CSP NO. 2016-72-B Page 19 of 66 thereby preserve the right to submit the matter of payment to a court of general jurisdiction to decide the matter, otherwise the CONTRACTOR shall waive all claims for payment for Extra Work. GC.12 CONTRACT TERMINATION (a) Abandonment by CONTRACTOR: In case the CONTRACTOR should abandon and fail or refuse to resume work within ten (10) days after written notification from the OWNER or ENGINEER, or if the CONTRACTOR fails to comply with the orders of the OWNER or ENGINEER, when such orders are consistent with the Contract Documents, then, and in that case, where performance and payment bonds exist, the Sureties on these bonds shall be notified in writing and directed to complete the work, and a copy of said notice shall be delivered to the CONTRACTOR. After receiving said notice of abandonment, the CONTRACTOR shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under contract for the work, may be held for use on the work by the OWNER or the Surety on the performance bond, or another contractor in completion of the work; and the CONTRACTOR shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under Section 6, Extra Work and Claims), it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for, within ten (10) days after service of such notice, then the OWNER may provide for completion of the work in either of the following elective manners: The OWNER may employ such force of men and use such machinery, equipment, tools, materials and supplies as said OWNER may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said CONTRACTOR, and expense so charged shall be deducted and paid by the OWNER out of such moneys as may be due, or that may thereafter at any time become due to the CONTRACTOR under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the CONTRACTOR, then said CONTRACTOR shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said CONTRACTOR, then the CONTRACTOR and/or his Surety shall pay the amount of such excess to the OWNER; or The OWNER under sealed bids, after five (5) days’ notice published one or more times in a newspaper having general circulation in the county of the location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In the case of any increase in cost to the OWNER under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the CONTRACTOR and the Surety shall be and remain bound therefore. However, Item 12 CSP NO. 2016-72-B Page 20 of 66 should the cost to complete any such new contract prove to be less than what would have been the cost to complete under this contract, the CONTRACTOR and/his Surety shall be credited therewith. When the work shall have been substantially completed the CONTRACTOR and his Surety shall be so notified and Certificates of Completion and Acceptance shall be issued. A complete itemized statement of the contract accounts, certified to by the OWNER or ENGINEER as being correct, shall then be prepared and delivered to the CONTRACTOR and his Surety, whereupon the CONTRACTOR and/or his Surety, or the OWNER as the case may be, shall pay the balance due as reflected by said statement, within fifteen (15) days after the date of such Certificate of Completion. After final completion of the work and in the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the OWNER had the work been completed by the CONTRACTOR under the terms of this contract; or when the CONTRACTOR and/or his Surety shall pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over the CONTRACTOR and/or his Surety. Should the cost to complete the work exceed the contract price, and the CONTRACTOR and/or his Surety fail to pay the amount due the OWNER within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the CONTRACTOR and his Surety at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his Surety subject only to the duty of the OWNER to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the OWNER may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the CONTRACTOR and his Surety. Such sale may be made at either public or private sale, with or without notice, as the OWNER may elect. The OWNER shall release any machinery, equipment, tools, materials, or supplies, which remain on the work, and belong to persons other than the CONTRACTOR or his Surety, to their proper owners. (b) Abandonment by OWNER: In case the OWNER shall fail to comply with the terms of this contract within ten (10) days after written notification by the CONTRACTOR, then the CONTRACTOR may suspend or wholly abandon the work, and may remove therefrom all machinery, tools and equipment, and all materials on the site of work that have not been included in payments to the CONTRACTOR and have not been wrought into the work. Thereupon the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR, which estimate shall include the value of all work actually completed by said CONTRACTOR, the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the items of this contract, and a reasonable sum to cover the cost of any provisions made by the CONTRACTOR to carry the whole work to completion and which cannot be utilized. The ENGINEER shall then make a final statement of the balance due the CONTRACTOR by deducting from the above estimate all previous payments by Item 12 CSP NO. 2016-72-B Page 21 of 66 the OWNER and all other sums that may be retained by the OWNER under the terms of this Agreement and shall certify same to the OWNER who shall pay to the CONTRACTOR on or before thirty (30) days after the date of delivery to OWNER of such certified final statement. (c) Termination of Contract in Case of National Emergency: Whenever, because of a national emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, material and equipment for the prosecution of the work with reasonable continuity for a period of two (2) months, the Contractor shall within seven (7) days notify the Owner in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, material and equipment not obtainable. If, after investigation, the Owner finds that such conditions exist and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty (30) days, the Contractor may request the Owner to terminate the contract and the Owner shall within thirty (30) days comply with the request, and the termination shall be based on a final settlement, which shall include, but not be limited to, the payment for all work executed. Item 12 CSP NO. 2016-72-B Page 22 of 66 REQUIREMENTS AND SPECIFICATIONS I. Introduction The Town of Prosper (“Town”) is accepting proposals for a turnkey solution to design, construct and install a complete vertical draining infill artificial field turf for the following five fields (3 baseball/softball, two multi-purpose fields): Qty 1: 275’ softball/baseball field (“FIELD 1”), approximately 77,000 sq. ft. Qty 1: 275’ modified softball/baseball field (“FIELD 2”), approximately 74,000 sq. ft. Qty 1: 225’ softball/baseball field (“FIELD 3”), approximately 60,000 sq. ft. Qty 1: 405’ X 270’ multi-purpose field (“FIELD 4”), approximately 110,000 sq. ft., proposed use for football, soccer and lacrosse. Qty 1: 405’ X 198’ multi-purpose field (“FIELD 5”), approximately 81,000 sq. ft., proposed use for football, soccer and lacrosse. Frontier Park is located in the Town of Prosper, at 1551 W. Frontier Parkway. The contract will be awarded based on the evaluation criteria stated herein. This document provides interested firms with the information necessary to prepare and submit a proposal for consideration. Proposals are to be submitted in accordance with this document, and the accompanying instructions. Dean Electric, Inc., dba Dean Construction, is serving as the Town’s Construction Manager-At-Risk for this project; and Dunaway Associates is the Town’s Architect for this project. The firm selected to design, construct, and install artificial turf for this project will be working in cooperation with Dean Construction, Dunaway Associates, and the Town. Construction is anticipated to begin during the Fall of 2016. There is no expressed or implied obligation for the Town to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. All costs directly or indirectly related to preparation of a response to this request for competitive sealed proposals (RFP), any oral presentation required to supplement and/or clarify a proposal, and/or reasonable demonstrations which may be, at its discretion, required by the Town shall be the sole responsibility of, and shall be borne completely by the proposer. To be considered, one (1) original proposal and five (5) copies of proposal must be received by the Purchasing Office, 151 S. Main St., Prosper, TX 75078, by 2:00 p.m. on September 6, 2016. The Town reserves the right to reject any or all proposals submitted. Proposals submitted will be reviewed by Town staff. It is the responsibility of the proposer to ensure the receipt of any and all addenda related to the proposal. It shall be the sole responsibility of the respondent to insure that their proposal is received by the Purchasing Office within the time limit indicated. Late proposals will not be considered. During the evaluation process, the Town reserves the right, where it may serve the Town’s best interest, to request additional information or clarifications from proposers, or to allow corrections of errors or omissions. At the discretion of the Town, firms submitting proposals may be requested to make oral presentations as part of the evaluation process. Additionally, the selected firm will make an oral presentation to the Town Council. Item 12 CSP NO. 2016-72-B Page 23 of 66 The Town reserves the right to retain all proposals submitted, and to use any ideas in a proposal regardless of whether that proposal is selected. Submission of a proposal indicates acceptance by the firm of the conditions contained in this CSP, unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the Town and the firm selected. All proposals submitted will remain valid for a period of 90 days subsequent to the CSP due date. II. Total Estimated Budget: Estimated construction cost for the turnkey design, construction, and installation of athletic turf for five fields is $2,900,000. III. Specifications: Proposal must meet or exceed the specifications and requirements herein, in order to be considered. A. Materials and Products 1. Artificial Grass System materials shall consist of the following: a. Carpet made of polyethylene fibers tufted into a fibrous, non- perforated, porous backing. b. Infill: Controlled mixture of graded sand and cryogenic rubber crumb that partially covers the carpet. c. Glue, thread, paint, seaming fabric and other materials used to install and mark the artificial grass. d. All components and their installation method shall be designed and manufactured for use on outdoor athletic fields. The materials as hereinafter specified should be able to withstand exposure in all climates, be resistant to insect infestation, rot, fungus, mildew, ultraviolet light and heat degradation, and shall have the basic characteristics of flow-through drainage, allowing free movement of surface runoff through the synthetic turf fabric where such water may flow to the existing base and into the field drainage system. e. The finished playing surface shall appear as mowed grass and shall resist abrasion and cutting from normal use. f. The polyethylene pile yarn shall be a proven athletic caliber yarn designed specifically for outdoor use and stabilized to resist the effect of ultraviolet degradation, heat, foot traffic, water, and airborne pollutants. 2. Minimum Properties a. Fields 1, 2, and 3 (Baseball/Softball Fields) must meet or exceed the following properties: 1) Shall be a slit film product and system intended for the use of baseball and softball; Item 12 CSP NO. 2016-72-B Page 24 of 66 2) Shall have a minimum Pile Height of 2". 3) Must allow adjustable base locations and portable mounds. 4) Must meet all minimum requirements as stated above. b. Fields 4 and 5 (Multi-Purpose Fields) must meet or exceed the following properties: 1) Shall be a slit film or monofilament film product and system intended for the use of football, lacrosse, and soccer. 2) Shall have a minimum Pile Height of 2.25" 3) Must meet all minimum requirements, as stated above. B. Testing Standards 1. FM Factory Mutual a. P7825 - Approval Guide; Factory Mutual Research Corporation; current edition 2. American Society for Testing and Materials (ASTM) a. D1577 - Standard Test Method for Linear Density of Textile Fiber b. D5848 - Standard Test Method for Mass Per Unit Area of Pile Yarn Floor Covering c. D418 - Standard Test Method for Testing Pile Yarn Floor Covering Construction d. D1338 - Standard Test Method for Tuft Bind of Pile Yarn Floor Covering e. D1682 - Standard Method of Test for Breaking Load and Elongation of Textile Fabrics f. D5034 - Standard Test Method of Breaking Strength and Elongation of Textile Fabrics (Grab Test) g. F1015 - Standard Test Method for Relative Abrasiveness of Synthetic Turf Playing Surfaces h. D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity i. D2859 - Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials j. F355 - Standard Test Method for Shock-Absorbing Properties of Playing Surfaces. k. F1936 - Standard Test Method for Shock-Absorbing Properties of North American Football Field Playing Systems as Measured in the Field l. D1557 - Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort. m. D1907 - Standard Test Method for Linear Density of Yarn (Yarn Number) by the Skein Method Item 12 CSP NO. 2016-72-B Page 25 of 66 3. Testing Data and Certification a. Testing Data: Sufficient documentation will be provided to the Town, in order to substantiate that the completed fields meet the required shock attenuation, as per ASTM F1936. b. Testing Certification: Certified copies of independent (third-party) laboratory reports on ASTM testing will be provided to the Town, in order to substantiate that the completed fields meet the following: 1) Pile Height, Face Weight & Total Fabric Weight, ASTM D5848. 2) Primary & Secondary Backing Weights, ASTM D5848. 3) Tuft Bind, ASTM D1335. 4) Grab Tear Strength, ASTM D1682 or D5034. 5) Shock Attenuation, ASTM F1936. 6) Water Permeability, ASTM D4491 4. Ongoing Testing a. The Manufacturer shall be responsible for the testing of the G-max levels of the installed synthetic turf at the completion of years two, four, six, and one month prior to the completion of year eight. b. If any tests do not fall within the g-max range as specified in this specification section, the manufacturer shall be required to modify the field composition to the sole satisfaction of the Town, so that it falls within the target g-max range. All costs associated with such work shall be borne solely by the manufacturer and/or installer. c. The artificial grass system must maintain a g-max of less than 165 for the life of the warranty as per ASTM F1936, as recommended by the STC. d. Any failed test shall be retested to verify that the field meets the specifications. e. All testing shall be completed by a third party, independent testing laboratory accredited for such tests, and shall be pre-approved by the Town. All testing and analysis of findings shall be completed by qualified persons utilizing the required techniques outlined in the ASTM F355 test standard. f. All testing shall be paid for by the manufacturer and/or installer. C. Warranty The Contractor shall provide a warranty to the Owner that covers defects in materials and workmanship of the turf for a period of eight (8) years from the date of substantial completion. 1. The turf manufacturer must verify that its representative has inspected the installation and that the work conforms to the manufacturer's requirements. 2. The manufacturer's warranty shall include general wear and damage caused from UV degradation. Item 12 CSP NO. 2016-72-B Page 26 of 66 3. The warranty shall specifically exclude vandalism, and acts of God beyond the control of the Owner or the manufacturer. 4. The warranty shall be fully third party insured; pre-paid for the entire 8- year term and be non-prorated. 5. The Contractor shall provide a warranty to the Owner that covers defects in the installation workmanship, and further warrant that the installation was done in accordance with both the manufacturer's recommendations and any written directives of the manufacturer's representative. 6. Prior to final payment for the synthetic turf, the Contractor shall submit to owner notification in writing that the field is officially added to the annual policy coverage, guaranteeing the warranty to the Owner. The insurance policy must be underwritten by an “AM Best” A rated carrier and must reflect the following values: a. Pre-Paid 8-year insured warranty. b. Insured Warranty Coverage must be provided in the form of one (1) single policy. c. Maximum per claim coverage amount of $32,000,000. d. Minimum of thirty-two million dollar ($32,000,000) annual aggregate. e. Must cover full 100% replacement value of total square footage installed, minimum of $7.00 per sq ft. (in case of complete product failure, which will include removal and disposal of the existing surface). f. Policies that include self-insurance or self-retention clauses shall not be considered. g. Policies cannot include any form of deductible amount. D. Maintenance Service 1. Contractor shall train the Town’s facility maintenance staff in the use of the turf manufacturer's recommended maintenance equipment. Dates and times of training sessions shall be mutually agreed upon and will be coordinated by Contractor with Town personnel. 2. Manufacturer must provide maintenance guidelines and a maintenance video to the facility maintenance staff. E. Additional Supplies and Materials 1. Supply field groomer and field sweeper as part of the work. a. Field Groomer shall include a towing attachment compatible with a field utility vehicle. b. Field Sweeper shall include a towing attachment compatible with a field utility vehicle. 2. Supply and install one (1) set of combination football/soccer goal units for each multi-purpose field (two (2) sets total). Item 12 CSP NO. 2016-72-B Page 27 of 66 a. Goal posts must be installed according to the manufacturer's specifications. 3. Supply three (3) portable mounds, which are to be “The Perfect Mound” 10’ youth model, or approved equal. Must install artificial turf on the mount to match fields. 4. All additional supplies and materials shall include a minimum one-year warranty against defects in materials and workmanship, unless otherwise specified. IV. Qualifications In order for a proposal to be considered, manufacturers and installers that will be involved in this project must meet or exceed the following: A. Turf Manufacturer 1. The manufacturer must have ISO 9001, ISO 14001 and OHSAS 18001 certifications demonstrating its manufacturing efficiency with regards to quality, environment and safety management systems. 2. Manufacturer must meet minimum or exceed the Tests and Guidelines of the Synthetic Turf Council (STC), shown in attached Appendix A and Appendix B. 3. Manufacturer must meet or exceed the minimum performance guidelines for Synthetic Turf Performance guidelines of the Synthetic Turf Council (STC), as shown in attached Appendix C. If two guidelines are given, the more stringent of the two is to be used. 4. The manufacturer must meet the minimum requirements set forth in the FIFA Quality Concept for Football Turf Handbook (2012), as show in attached Appendix D, and have FIFA Accreditation. 5. Regulatory requirements and references as listed below are the current guidelines set forth by the governing bodies listed. All work shall conform to the latest edition, as applicable: a. American Society for Testing and Materials (ASTOM) b. Consumer Product Safety Commission (CPSC) c. Federation Internationale de Football Association (FIFA) d. International Hockey Federation (FIH) e. National Collegiate Athletic Association (NCAA) f. National Federation of State High School Association (NFHS) g. National Recreation and Park Association (NRPA) h. USA Field Hockey i. US Lacrosse Foundation j. United States Soccer Item 12 CSP NO. 2016-72-B Page 28 of 66 B. Turf Installer 1. The designated Supervisory personnel on the project must be certified, in writing, by the turf manufacturer, as competent in the installation of this material. 2. Only trained technicians, skilled in the installation of athletic caliber synthetic turf systems working under the direct supervision of the approved installer supervisor, shall undertake any cutting, sewing, gluing, shearing, top dressing or brushing operations. 3. Designs, markings, layouts, and materials shall conform to all currently applicable National Collegiate Athletic Association rules, NFHS rules, and/or other rules or standards that may apply to this type of synthetic grass installation. Designs, markings and layouts shall first be approved by the Architect or Owner in the form of final shop drawings. All markings will be in full compliance with final shop drawings. V. Bond Requirements A. Bid Bond: Each Proposal submitted shall be accompanied by a cashier's check in the amount of five percent (5%) of the estimated construction costs, payable without recourse to the Town of Prosper, or a Bid Bond in the same amount from a reliable surety company as a guarantee that, if awarded the contract, the Proposer will execute a Construction Agreement with the Town, including all required bonds and other documents. B. Payment and Performance Bonds: Payment and Performance Bonds for the performance of the Work, and for payment of those who provide labor or materials, will be required within 10 days after Construction Manager executes the Contract. Each bond shall be in an amount equal to 100% of the Estimated Project Construction Budget. If and when the Owner and Construction Manager agree on a Guaranteed Maximum Price, the Construction Manager may obtain substitute Payment and Performance Bonds, each in the amount of 100% of the Guaranteed Maximum Price, within 5 days after the Amendment to the Contract is signed that establishes the Guaranteed Maximum Price. C. Maintenance Bond: The successful firm shall furnish a Maintenance Bond in the amount of 10% of the contract sum covering defects of material and workmanship for two calendar years following the Town's approval and acceptance of the construction. An approved surety company, licensed in the State of Texas, shall issue all bonds in accordance with Texas law. Item 12 CSP NO. 2016-72-B Page 29 of 66 VI. Submittals Submit one (1) unbound original (to facilitate reproduction) and five (5) spiral-bound (or other semi-permanent binding method) hard copies of your response to the CSP. You may include other documentation or information beyond what is requested, but the use of this information during the evaluation is at the sole discretion of the Town of Prosper. In order for your proposal to be considered responsive, the following information should be submitted in the following order: A. Cover Letter B. Table of Contents C. Qualifications and Experience 1. Submit names, titles, and qualifications for each proposed member of the project team. 2. Submit evidence of turf manufacturer certifications, as indicated in Section IV. Article A., Item 1. 3. Submit evidence of meeting or exceeding Tests and Guidelines of the STC, as indicated in Section IV. Article A, Item 2. 4. Submit evidence of meeting or exceeding performance guidelines for Synthetic Turf Performance guidelines of the STC, as indicated in Section IV., Article A, Item 3. 5. Submit evidence of meeting or exceeding requirements set forth in the FIFA Quality Concept for Football Turf Handbook (2012), as indicated in Section IV., Article A, Item 4. 6. Submit written certification of supervisory personnel that will be involved in the installation of the proposed system, as indicated in Section IV., Article B., Item 1. 7. Submit completed Turf Manufacturer Questionnaire (Attachment 1). D. Product Data 1. Submit manufacturer's catalog cuts, material safety data sheets (MSDS), brochures, specifications; preparation and installation instructions and recommendations; storage, handling requirements and recommendations. 2. Submit fiber manufacturer's name, type of fiber and composition of fiber. 3. Submit data in sufficient detail to indicate compliance with the specifications. 4. Submit manufacturer's instructions for installation. 5. Submit manufacturer's instructions for maintenance for the proper care and preventative maintenance of the synthetic turf system, including painting and markings. 6. Submit a list of existing installations of the same system being proposed. The list should include the respective Owner’s representative and telephone number, when the project was installed, how many times a warranty service has been performed, and a letter of recommendation from Owners representative. Item 12 CSP NO. 2016-72-B Page 30 of 66 E. Product Certification 1. Submit manufacturer’s certification that products and materials comply with requirements of the specifications. 2. Submit test results indicating compliance with all Testing Standards. F. Warranty Information 1. Submit completed Warranty Information Questionnaire (Attachment 2). 2. Copies of policies must be provided at time of proposal submission, to demonstrate that policies are currently in force. A letter from an agent or a sample Certificate of Insurance will not be acceptable. G. Proposed Project Plan with Timeline H. Proposal 1. Complete and submit the Proposal Form (Attachment 3). 2. Provide estimated ongoing maintenance costs for a period of 15 years, based on the manufacturer’s maintenance manual and instructions. I. References 1. Submit a list of references for the same or similar system being proposed. The contact information should include the name of the business, the name of the project manager, and a current phone number and email address for the project manager. J. Additional Information 1. Additional information firm believes will help aide in selection. 2. Proof of insurance coverage as outlined in Section E of the Construction Agreement. 3. Bid Bond VII. Evaluation Criteria A review committee will evaluate submissions received in accordance with the general criteria defined herein. Failure of respondents to provide in their submission any information requested in this CSP may result in disqualification of the submission. The objective of the review committee will be to select the Proposal that provides the best value to the Town. The decision made by the Town of Prosper will be final. The agreement will be awarded based on the following evaluation criteria: A. The extent to which the proposed system exceeds the minimum requirements. (20%) B. The cost of the proposed system. (40%) C. The detailed project plan. (10%) D. The proven track record of the proposed system. (15%) E. The qualifications and experience of the proposed project team. (15%) Item 12 CSP NO. 2016-72-B Page 31 of 66 VIII. Interviews and Presentations In fairness to all firms, requests for interviews prior to the closing time and date will not be permitted. Interviews with selected firms may or may not be requested by the Town after the closing date. Selection may be made strictly from the information provided in the Proposal. However, the Town reserves the right to conduct interviews with and request presentations from any respondents. If necessary, all interviews will be scheduled between the hours of 9:00 a.m. – 12:00 p.m. on Tuesday, September 13, 2016. Notice of interviews will be issued no later than Friday, September 9, 2016. Please plan accordingly. IX. Selection and Award Selection Criteria and the ranking. If the Town is unable to reach an agreement with the first-ranked firm, the Town shall terminate further discussions with the first-ranked firm, and commence negotiations with the next-ranked firm, in the order of the selection ranking until an agreement is reached, or all Proposals are rejected. Time is of the essence, and the award of the contract to the successful Proposer is expressly conditioned upon (1) the Proposer’s execution and delivery of the Contract, and delivery of all required bonds and evidence of insurance, within ten (10) calendar days after the firm is notified of the acceptance of its Proposal, and (ii) the Proposer’s timely fulfillment of any and all other preconditions expressly set forth in the Contract Documents. Should the Proposer fail to timely execute and deliver the contract, required bonds, evidence of insurance, or fail to timely fulfill any other such preconditions, the Town may, at its option and discretion, without releasing, impairing or affecting its right to receive the Proposal security as damages for such failure, rescind the award, commence negotiations with the next ranked firm, or may reject all Proposals. There will be no contractual obligation on the part of the Town to any firm, nor will any firm have any property interest or other right in the contract or work being proposed, unless and until the Agreement is unconditionally executed and delivered by all parties, all submittals required by the Proposal Documents and Agreement and all conditions to be fulfilled by the selected firm have either been so fulfilled by the firm, or waived in writing by the firm or Town, as applicable. X. Questions, Clarifications, and Interpretation of Documents Proposers may ask questions, and request clarification or interpretation of Proposal Documents. Any such request must be submitted in writing to January Cook, Purchasing Agent, at the following email address: january_cook@prospertx.gov by 12:00 p.m. on Tuesday, August 30, 2016. No questions will be answered over the phone. Questions will only be accepted until the stated deadline. Interpretations, corrections and/or changes of or to the Proposal Documents will be made by Owner in the form of a written Addendum. Any interpretations, corrections, or changes of or to the Proposal Documents, made in any other manner will not be binding upon the Owner, and Proposers may not rely upon them. Any discrepancy or conflict with the Proposal Documents or the Contract Documents shall be brought to the attention of the Town. Discrepancies or conflicts not brought to the Town’s attention and clarified during the Proposal process for the Project will be deemed to have been priced in the most costly manner, or difficult manner, and the better quality Item 12 CSP NO. 2016-72-B Page 32 of 66 or greater quantity of the Work shall be provided by the selected firm, in accordance with the Town’s interpretation. Item 12 CSP NO. 2016-72-B Page 33 of 66 EXHIBIT A Master Plan Item 12 CSP NO. 2016-72-B Page 34 of 66 Attachment 1 Turf Manufacturer Questionnaire Please complete the following questionnaire, and include in with your submission. Failure to provide this document could be reason to deem your proposal as non-responsive. 1. How old is your oldest field, and in what condition is it currently in? Provide location and contact info. 2. How many 15-year old fields have you constructed/installed? 3. How many 10-year old fields have you constructed/installed? 4. Has your company done any safety testing, and will you forward the reports to the Town, upon request? 5. Will you provide the Town with audited company financials? 6. How many North American fields did you complete in 2012, 2013 and 2014? Baseball: Softball: Multi-Purpose: 7. How many NFL teams use your product? 8. How many NCAA football fields use your product? 9. How many MLB baseball fields use your product? 10. How many NCAA baseball fields use your product? 11. How many NCAA softball fields use your product? 12. How many MLS fields use your product? 13. Does your company have a third-party insured warranty policy? Item 12 CSP NO. 2016-72-B Page 35 of 66 Attachment 2 Warranty Information Questionnaire Please complete the following questionnaire, and include in with your submission. Failure to provide this document could be reason to deem your proposal as non-responsive. 1. Who will be honoring the warranty when the field is completed? 2. Is the warranty pro-rated or not pro-rated based on the age of the field? 3. What is the duration of the warranty? 4. What is covered in the warranty? 5. What is the warranty on the shock pad (if applicable)? 6. What is specifically included or excluded, and what is not mentioned or covered? 7. Are there any limitations as to notice, expiration, extenuating circumstances or nature of the remedy? 8. Can final warranties be changed unilaterally without mutual consent? 9. Have the possibilities of known risks to the users of the system been stated in writing? 10. What conditions can void the warranty; e.g., the lack of routine, or incorrect, maintenance, or the use of unapproved maintenance equipment? Item 12 CSP NO. 2016-72-B Page 36 of 66 Attachment 2 Warranty Information Questionnaire (Continued) 11. What monitoring measures are acceptable to all parties? 12. What are acceptable uses for the baseball/softball fields? 13. What are acceptable uses for the multi-purpose fields? 14. What is the expected number of yearly hours of use of the field? 15. What is the response time for required repairs/replacement? Item 12 Item 12 Item 12 I t e m 1 2 CSP NO. 2016-72-B Page 40 of 66 A3 A4 A5 A6 A7 A8 A9 A10 Item 12 Item 12 Item 12 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 I t e m 1 2 Item 12 Item 12 Item 12 Item 12 CSP NO. 2016-72-B Page 45 of 66 CONSTRUCTION AGREEMENT THE STATE OF TEXAS ) ) KNOW ALL MEN BY THESE PRESENTS: COUNTY OF COLLIN ) This Construction Agreement (the "Agreement") is made by and between Hellas Construction, Inc., a Texas Corporation (the "Contractor") and the Town of Prosper, Texas, a municipal corporation (the "Owner"). For and in consideration of the payment, agreements and conditions hereinafter mentioned, and under the conditions expressed in the bonds herein, Contractor hereby agrees to complete the construction of improvements described as follows: TOWN OF PROSPER FRONTIER PARK NORTH FIELD IMPROVEMENTS – ARTIFICIAL TURF CSP NO. 2016-72-B in the Town of Prosper, Texas, and all extra work in connection therewith, under the terms as stated in the terms of this Contract, including all Contract Documents incorporated herein; and at his, her or their own proper cost and expense to furnish all superintendence, labor, insurance, equipment, tools and other accessories and services necessary to complete the said construction in accordance with all the Contract Documents, incorporated herein as if written word for word, and in accordance with the Plans, which include all maps, plats, blueprints, and other drawings and printed or written explanatory manner therefore, and the Specifications as prepared by Town of Prosper or its consultant hereinafter called Engineer, who has been identified by the endorsement of the Contractor's written proposal, the General Conditions of this Contract, the Special Conditions of this Contract, the payment, performance, and maintenance bonds hereto attached; all of which are made a part hereof and collectively evidence and constitute the entire Contract. A. Contract Documents and Order of Precedence The Contract Documents shall consist of the following documents: 1. this Construction Agreement; 2. the CONTRACTOR'S Proposal dated September 6, 2016; 3. the CONTRACTOR'S Best and Final Offer dated November 3, 2016; 4. the CONTRACTOR'S Warranty Documents; 5. properly authorized change orders; 6. the Special Conditions of this Contract; 7. the General Conditions of this Contract; 8. the OWNER's Standard Construction Specifications; Item 12 CSP NO. 2016-72-B Page 46 of 66 9. the OWNER’s written notice to proceed to the CONTRACTOR; 10. any listed and numbered addenda; 11. the Performance, Payment, and Maintenance Bonds; and, 12. any other Proposal materials distributed by the Owner that relate to the Project. These Contract Documents are incorporated by reference into this Construction Agreement as if set out here in their entirety. The Contract Documents are intended to be complementary; what is called for by one document shall be as binding as if called for by all Contract Documents. It is specifically provided, however, that in the event of any inconsistency in the Contract Documents, the inconsistency shall be resolved by giving precedence to the Contract Documents in the order in which they are listed herein above. If, however, there exists a conflict or inconsistency, it shall be the Contractor’s obligation to seek clarification as to which requirements or provisions control before undertaking any work on that component of the project. Should the Contractor fail or refuse to seek a clarification of such conflicting or inconsistent requirements or provisions prior to any work on that component of the project, the Contractor shall be solely responsible for the costs and expenses - including additional time - necessary to cure, repair and/or correct that component of the project. B. Total of Payments Due Contractor For performance of the Work in accordance with the Contract Documents, the Owner shall pay the Contractor in current funds an amount not to exceed Three Million Two-Hundred Ninety- Two Thousand Five Hundred Fifty Dollars and No cents ($3,292,550.00). This amount is subject to adjustment by change order in accordance with the Contract Documents. C. Dates to Start and Complete Work Contractor shall begin work within ten (10) calendar days after receiving a written Notice to Proceed or written Work Order from the Owner. All Work required under the Contract Documents shall be substantially completed within 180 calendar days after the date of the Notice to Proceed for the base proposal. Within 30 additional calendar days after Substantial Completion, all outstanding issues shall be addressed and ready for final payment. Under this Construction Agreement, all references to “day” are to be considered “calendar days” unless noted otherwise. D. CONTRACTOR'S INDEMNITY TO THE OWNER AND OTHERS CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS THE TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS AND EMPLOYEES, IN BOTH THEIR PUBLIC AND PRIVATE CAPACITIES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND ATTORNEY FEES WHICH MAY ARISE BY REASON OF INJURY TO OR DEATH OF ANY PERSON OR FOR LOSS OF, Item 12 CSP NO. 2016-72-B Page 47 of 66 DAMAGE TO, OR LOSS OF USE OF ANY PROPERTY OCCASIONED BY ERROR, OMISSION, OR NEGLIGENT ACT OF CONTRACTOR, ITS SUBCONTRACTORS, ANY OFFICERS, AGENTS OR EMPLOYEES OF CONTRACTOR OR ANY SUBCONTRACTORS, INVITEES, AND ANY OTHER THIRD PARTIES OR PERSONS FOR WHOM OR WHICH CONTRACTOR IS LEGALLY RESPONSIBLE, IN ANY WAY ARISING OUT OF, RELATING TO, RESULTING FROM, OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT, AND CONTRACTOR WILL AT HIS OR HER OWN COST AND EXPENSE DEFEND AND PROTECT TOWN OF PROSPER (OWNER) FROM ANY AND ALL SUCH CLAIMS AND DEMANDS. CONTRACTOR DOES HEREBY AGREE TO WAIVE ALL CLAIMS, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS TOWN OF PROSPER (OWNER) TOGETHER WITH ITS MAYOR AND TOWN COUNCIL AND ALL OF ITS OFFICIALS, OFFICERS, AGENTS, AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION OF EVERY KIND INCLUDING ALL EXPENSES OF LITIGATION AND/OR SETTLEMENT, COURT COSTS AND ATTORNEYS FEES FOR INJURY OR DEATH OF ANY PERSON OR FOR LOSS OF, DAMAGES TO, OR LOSS OF USE OF ANY PROPERTY, ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT. SUCH INDEMNITY SHALL APPLY WHETHER THE CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LIABILITY, LOSSES, PENALTIES, SUITS OR CAUSES OF ACTION ARISE IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE TOWN OF PROSPER (OWNER), ITS MAYOR AND TOWN COUNCIL, OFFICERS, OFFICIALS, AGENTS OR EMPLOYEES. IT IS THE EXPRESS INTENTION OF THE PARTIES HERETO THAT THE INDEMNITY PROVIDED FOR IN THIS PARAGRAPH IS INDEMNITY BY CONTRACTOR TO INDEMNIFY AND PROTECT TOWN OF PROSPER (OWNER) FROM THE CONSEQUENCES OF TOWN OF PROSPER’S (OWNER'S) OWN NEGLIGENCE, WHETHER THAT NEGLIGENCE IS A SOLE OR CONCURRING CAUSE OF THE INJURY, DEATH OR DAMAGE. IN ANY AND ALL CLAIMS AGAINST ANY PARTY INDEMNIFIED HEREUNDER BY ANY EMPLOYEE OF THE CONTRACTOR, ANY SUB-CONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION HEREIN PROVIDED SHALL NOT BE LIMITED IN ANY WAY BY ANY LIMITATION ON THE AMOUNT OR TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE CONTRACTOR OR ANY SUB- CONTRACTOR UNDER WORKMEN'S COMPENSATION OR OTHER EMPLOYEE BENEFIT ACTS. INDEMNIFIED ITEMS SHALL INCLUDE ATTORNEYS' FEES AND COSTS, COURT COSTS, AND SETTLEMENT COSTS. INDEMNIFIED ITEMS SHALL ALSO INCLUDE ANY EXPENSES, INCLUDING ATTORNEYS' FEES AND EXPENSES, INCURRED BY AN INDEMNIFIED INDIVIDUAL OR ENTITY IN ATTEMPTING TO ENFORCE THIS INDEMNITY. In its sole discretion, the Owner shall have the right to approve counsel to be retained by Contractor in fulfilling its obligation to defend and indemnify the Owner. Contractor shall retain approved counsel for the Owner within seven (7) business days after receiving written notice from the Owner that it is invoking its right to indemnification under this Construction Agreement. If Contractor does not retain counsel for the Owner within the required time, then the Owner shall have the right to retain counsel and the Contractor shall pay these attorneys' fees and expenses. The Owner retains the right to provide and pay for any or all costs of defending indemnified items, but it shall not be required to do so. To the extent that Owner elects to provide and pay for any such costs, Contractor shall indemnify and reimburse Owner for such costs. Item 12 CSP NO. 2016-72-B Page 48 of 66 (Please note that this “broad-form” indemnification clause is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) E. Insurance Requirements 1. Before commencing work, the Contractor shall, at its own expense, procure, pay for and maintain the following insurance coverage written by companies approved by the State of Texas and acceptable to the Town of Prosper. The Contractor shall furnish to the Town of Prosper Purchasing Agent certificates of insurance executed by the insurer or its authorized agent stating the type of coverages, limits of each such coverage, expiration dates and compliance with all applicable required provisions. Certificates shall reference the project/contract number and be addressed as follows: TOWN OF PROSPER FRONTIER PARK NORTH FIELD IMPROVEMENTS - ARTIFICIAL TURF CSP No. 2016-72-B Town of Prosper Attn: Purchasing Agent 121 W. Broadway Prosper, Texas 75078 (a) Commercial General Liability insurance, including, but not limited to Premises/Operations, Personal & Advertising Injury, Products/Completed Operations, Independent Contractors and Contractual Liability, with minimum combined single limits of $1,000,000 per-occurrence, $1,000,000 Products/Completed Operations Aggregate and $2,000,000 general aggregate. If high risk or dangerous activities are included in the Work, explosion, collapse and underground (XCU) coverage is also required. Coverage must be written on an occurrence form. The General Aggregate shall apply on a per project basis. (b) Workers’ Compensation insurance with statutory limits; and Employers’ Liability coverage with minimum limits for bodily injury: a) by accident, $100,000 each accident, b) by disease, $100,000 per employee with a per policy aggregate of $500,000. (c) Umbrella or Excess Liability insurance with minimum limits of $2,000,000 each occurrence and annual aggregate for bodily injury and property damage, that follows form and applies in excess of the above indicated primary coverage in subparagraphs a and b. The total limits required may be satisfied by any combination of primary, excess or umbrella liability insurance provided all policies comply with all requirements. The Contractor may maintain reasonable deductibles, subject to approval by the Owner. 2. With reference to the foregoing required insurance, the Contractor shall endorse applicable insurance policies as follows: Item 12 CSP NO. 2016-72-B Page 49 of 66 (a) A waiver of subrogation in favor of Town of Prosper, its officials, employees, and officers shall be contained in the Workers’ Compensation insurance policy. (b) The Town of Prosper, its officials, employees and officers shall be named as additional insureds on the Commercial General Liability policy, by using endorsement CG2026 or broader. (Please note that this “additional insured” coverage requirement is not prohibited by Chapter 151 of the Texas Insurance Code as it falls within one of the exclusions contained in Section 151.105 of the Texas Insurance Code.) (c) All insurance policies shall be endorsed to the effect that Town of Prosper will receive at least thirty (30) days’ notice prior to cancellation, non- renewal, termination, or material change of the policies. 3. All insurance shall be purchased from an insurance company that meets a financial rating of “A” or better as assigned by the A.M. BEST Company or equivalent. 4. With respect to Workers’ Compensation insurance, the Contractor agrees to comply with all applicable provisions of 28 Tex. Admin Code § 110.110, “Reporting Requirements for Building or Construction Projects for Governmental Entities,” as such provision may be amended, and as set forth in Paragraph F following. F. Workers' Compensation Insurance Coverage 1. Definitions: Certificate of coverage ("certificate")- A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. Item 12 CSP NO. 2016-72-B Page 50 of 66 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided Item 12 CSP NO. 2016-72-B Page 51 of 66 for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Performance, Payment and Maintenance Bonds Item 12 CSP NO. 2016-72-B Page 52 of 66 The Contractor shall procure and pay for performance and payment bonds applicable to the work in the amount of the total proposal price. The Contractor shall also procure and pay for a maintenance bond applicable to the work in the amount of ten percent (10%) of the total proposal price. The period of the Maintenance Bond shall be two years from the date of acceptance of all work done under the contract, to cover the guarantee as set forth in this Construction Agreement. The performance, payment and maintenance bonds shall be issued in the form attached to this Construction Agreement as Exhibits B, C and D. Other performance, payment and maintenance bond forms shall not be accepted. Among other things, these bonds shall apply to any work performed during the two-year warranty period after acceptance as described in this Construction Agreement. The performance, payment and maintenance bonds shall be issued by a corporate surety, acceptable to and approved by the Town, authorized to do business in the State of Texas, pursuant to Chapter 2253 of the Texas Government Code. Further, the Contractor shall supply capital and surplus information concerning the surety and reinsurance information concerning the performance, payment and maintenance bonds upon Town request. In addition to the foregoing requirements, if the amount of the bond exceeds One Hundred Thousand Dollars ($100,000) the bond must be issued by a surety that is qualified as a surety on obligations permitted or required under federal law as indicated by publication of the surety’s name in the current U.S. Treasury Department Circular 570. In the alternative, an otherwise acceptable surety company (not qualified on federal obligations) that is authorized and admitted to write surety bonds in Texas must obtain reinsurance on any amounts in excess of One Hundred Thousand Dollars ($100,000) from a reinsurer that is authorized and admitted as a reinsurer in Texas who also qualifies as a surety or reinsurer on federal obligations as indicated by publication of the surety’s or reinsurer’s name in the current U.S. Treasury Department Circular 570. H. Progress Payments and Retainage As it completes portions of the Work, the Contractor may request progress payments from the Owner. Progress payments shall be made by the Owner based on the Owner's estimate of the value of the Work properly completed by the Contractor since the time the last progress payment was made. The "estimate of the value of the work properly completed" shall include the net invoice value of acceptable, non-perishable materials actually delivered to and currently at the job site only if the Contractor provides to the Owner satisfactory evidence that material suppliers have been paid for these materials. No progress payment shall be due to the Contractor until the Contractor furnishes to the Owner: 1. copies of documents reasonably necessary to aid the Owner in preparing an estimate of the value of Work properly completed; 2. full or partial releases of liens, including releases from subcontractors providing materials or delivery services relating to the Work, in a form acceptable to the Owner releasing all liens or claims relating to goods and services provided up to the date of the most recent previous progress payment; 3. an updated and current schedule clearly detailing the project’s critical path elements; and 4. any other documents required under the Contract Documents. Item 12 CSP NO. 2016-72-B Page 53 of 66 Progress payments shall not be made more frequently than once every thirty (30) calendar days unless the Owner determines that more frequent payments are appropriate. Further, progress payments are to be based on estimates and these estimates are subject to correction through the adjustment of subsequent progress payments and the final payment to Contractor. If the Owner determines after final payment that it has overpaid the Contractor, then Contractor agrees to pay to the Owner the overpayment amount specified by the Owner within thirty (30) calendar days after it receives written demand from the Owner. The fact that the Owner makes a progress payment shall not be deemed to be an admission by the Owner concerning the quantity, quality or sufficiency of the Contractor's work. Progress payments shall not be deemed to be acceptance of the Work nor shall a progress payment release the Contractor from any of its responsibilities under the Contract Documents. After determining the amount of a progress payment to be made to the Contractor, the Owner shall withhold a percentage of the progress payment as retainage. The amount of retainage withheld from each progress payment shall be set at five percent (5%). Retainage shall be withheld and may be paid to: a. ensure proper completion of the Work. The Owner may use retained funds to pay replacement or substitute contractors to complete unfinished or defective work; b. ensure timely completion of the Work. The Owner may use retained funds to pay liquidated damages; and c. provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Retained funds shall be held by the Owner in accounts that shall not bear interest. Retainage not otherwise withheld in accordance with the Contract Documents shall be returned to the Contractor as part of the final payment. I. Withholding Payments to Contractor The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that the Work has not been performed in accordance with the Contract Documents. The Owner may use these funds to pay replacement or substitute contractors to complete unfinished or defective Work. The Owner may withhold payment of some or all of any progress or final payment that would otherwise be due if the Owner determines, in its discretion, that it is necessary and proper to provide an additional source of funds to pay claims for which the Owner is entitled to indemnification from Contractor under the Contract Documents. Amounts withheld under this section shall be in addition to any retainage. J. Acceptance of the Work When the Work is completed, the Contractor shall request that the Owner perform a final inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents, it shall issue a written notice of Item 12 CSP NO. 2016-72-B Page 54 of 66 acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. It is specifically provided that Work shall be deemed accepted on the date specified in the Owner's written notice of acceptance of the Work. The Work shall not be deemed to be accepted based on "substantial completion" of the Work, use or occupancy of the Work, or for any reason other than the Owner's written Notice of Acceptance. Further, the issuance of a certificate of occupancy for all or any part of the Work shall not constitute a Notice of Acceptance for that Work. In its discretion, the Owner may issue a Notice of Acceptance covering only a portion of the Work. In this event, the notice shall state specifically what portion of the Work is accepted. K. Acceptance of Erosion Control Measures When the erosion control measures have been completed, the Contractor shall request that the Owner perform a final inspection. The Owner shall inspect the Work. If the Owner determines that the Work has been completed in accordance with the Contract Documents and per TPDES General Construction Permit, it shall issue a written Notice of Acceptance of the Work. If the Owner determines that the Work has not been completed in accordance with the Contract Documents or TPDES General Construction Permit, then it shall provide the Contractor with a verbal or written list of items to be completed before another final inspection shall be scheduled. L. Final Payment After all Work required under the Contract Documents has been completed, inspected, and accepted, the Town shall calculate the final payment amount promptly after necessary measurements and computations are made. The final payment amount shall be calculated to: 1. include the estimate of the value of Work properly completed since the date of the most recent previous progress payment; 2. correct prior progress payments; and 3. include retainage or other amounts previously withheld that are to be returned to Contractor, if any. Final payment to the Contractor shall not be due until the Contractor provides original full releases of liens from the Contractor and its subcontractors, or other evidence satisfactory to the Owner to show that all sums due for labor, services, and materials furnished for or used in connection with the Work have been paid or shall be paid with the final payment. To ensure this result, Contractor consents to the issuance of the final payment in the form of joint checks made payable to Contractor and others. The Owner may, but is not obligated to issue final payment using joint checks. Final payment to the Contractor shall not be due until the Contractor has supplied to the Owner original copies of all documents that the Owner determines are reasonably necessary to ensure both that the final payment amount is properly calculated and that the Owner has satisfied its obligation to administer the Construction Agreement in accordance with applicable law. The following documents shall, at a minimum, be required to be submitted prior to final payment being due: redline as-built construction plans; consent of surety to final payment; public infrastructure Item 12 CSP NO. 2016-72-B Page 55 of 66 inventory; affidavit of value for public infrastructure; and, final change order(s). “Redline as-built construction plans” shall include, but are not limited to markups for change orders, field revisions, and quantity overruns as applicable. The list of documents contained in this provision is not an exhaustive and exclusive list for every project performed pursuant to these Contract Documents and Contractor shall provide such other and further documents as may be requested and required by the Owner to close out a particular project. Subject to the requirements of the Contract Documents, the Owner shall pay the Final Payment within thirty (30) calendar days after the date specified in the Notice of Acceptance. This provision shall apply only after all Work called for by the Contract Documents has been accepted. M. Contractor’s Warranty For a two-year period after the date specified in a written notice of acceptance of Work, Contractor shall provide and pay for all labor and materials that the Owner determines are necessary to correct all defects in the Work arising because of defective materials or workmanship supplied or provided by Contractor or any subcontractor. This shall also include areas of vegetation that did meet TPDES General Construction Permit during final close out but have since become noncompliant. Forty-five (45) to sixty (60) calendar days before the end of the two-year warranty period, the Owner may make a warranty inspection of the Work. The Owner shall notify the Contractor of the date and time of this inspection so that a Contractor representative may be present. After the warranty inspection, and before the end of the two-year warranty period, the Owner shall mail to the Contractor a written notice that specifies the defects in the Work that are to be corrected. The Contractor shall begin the remedial work within ten (10) calendar days after receiving the written notice from the Town. If the Contractor does not begin the remedial work timely or prosecute it diligently, then the Owner may pay for necessary labor and materials to effect repairs and these expenses shall be paid by the Contractor, the performance bond surety, or both. If the Owner determines that a hazard exists because of defective materials and workmanship, then the Owner may take steps to alleviate the hazard, including making repairs. These steps may be taken without prior notice either to the Contractor or its surety. Expenses incurred by the Owner to alleviate the hazard shall be paid by the Contractor, the performance bond surety, or both. Any Work performed by or for the Contractor to fulfill its warranty obligations shall be performed in accordance with the Contract Documents. By way of example only, this is to ensure that Work performed during the warranty period is performed with required insurance and the performance and payment bonds still in effect. Work performed during the two-year warranty period shall itself be subject to a one-year warranty. This warranty shall be the same as described in this section. The Owner may make as many warranty inspections as it deems appropriate. N. Compliance with Laws The Contractor shall be responsible for ensuring that it and any subcontractors performing any portion of the Work required under the Contract Documents comply with all applicable federal, Item 12 CSP NO. 2016-72-B Page 56 of 66 state, county, and municipal laws, regulations, and rules that relate in any way to the performance and completion of the Work. This provision applies whether or not a legal requirement is described or referred to in the Contract Documents. Ancillary/Integral Professional Services: In selecting an architect, engineer, land surveyor, or other professional to provide professional services, if any, that are required by the Contract Documents, Contractor shall not do so on the basis of competitive bids but shall make such selection on the basis of demonstrated competence and qualifications to perform the services in the manner provided by Section 2254.004 of the Texas Government Code and shall so certify to the Town the Contractor's agreement to comply with this provision with Contractor's proposal. O. Other Items The Contractor shall sign the Construction Agreement, and deliver signed performance, payment and maintenance bonds and proper insurance policy endorsements (and/or other evidence of coverage) within ten (10) calendar days after the Owner makes available to the Contractor copies of the Contract Documents for signature. Three (3) copies of the Contract Documents shall be signed by an authorized representative of the Contractor and returned to the Town. The Construction Agreement "effective date" shall be the date on which the Town Council acts to approve the award of the Contract for the Work to Contractor. It is expressly provided, however, that the Town Council delegates the authority to the Town Manager or his designee to rescind the Contract award to Contractor at any time before the Owner delivers to the Contractor a copy of this Construction Agreement that bears the signature of the Town Manager and Town Secretary or their authorized designees. The purpose of this provision is to ensure: 1. that Contractor timely delivers to the Owner all bonds and insurance documents; and 2. that the Owner retains the discretion not to proceed if the Town Manager or his designee determines that information indicates that the Contractor did not provide the best proposal or that the Contractor cannot perform all of its obligations under the Contract Documents. THE CONTRACTOR AGREES THAT IT SHALL HAVE NO CLAIM OR CAUSE OF ACTION OF ANY KIND AGAINST OWNER, INCLUDING A CLAIM FOR BREACH OF CONTRACT, NOR SHALL THE OWNER BE REQUIRED TO PERFORM UNDER THE CONTRACT DOCUMENTS, UNTIL THE DATE THE OWNER DELIVERS TO THE CONTRACTOR A COPY OF THE CONSTRUCTION AGREEMENT BEARING THE SIGNATURES JUST SPECIFIED. The Contract Documents shall be construed and interpreted by applying Texas law. Exclusive venue for any litigation concerning the Contract Documents shall be Collin County, Texas. Although the Construction Agreement has been drafted by the Owner, should any portion of the Construction Agreement be disputed, the Owner and Contractor agree that it shall not be construed more favorably for either party. Item 12 CSP NO. 2016-72-B Page 57 of 66 The Contract Documents are binding upon the Owner and Contractor and shall insure to their benefit and as well as that of their respective successors and assigns. If Town Council approval is not required for the Construction Agreement under applicable law, then the Construction Agreement "effective date" shall be the date on which the Town Manager and Town Secretary or their designees have signed the Construction Agreement. If the Town Manager and Town Secretary sign on different dates, then the later date shall be the effective date. HELLAS CONSTRUCTION, INC. TOWN OF PROSPER, TEXAS By: By: HARLAN JEFFERSON Title: Title: Town Manager Date: Date: Address: 12710 Research Blvd., Ste. 240 Austin, Texas 78759 Phone: (512) 250-2910 Fax: (512) 250-1960 Address: 121 W. Broadway Prosper, Texas 75078 Phone: (972) 346 - 2640 Fax: (972) 569 - 9335 ATTEST: ROBYN BATTLE Town Secretary Item 12 CSP NO. 2016-72-B Page 58 of 66 PERFORMANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is ________________________________________________________________, hereinafter called Principal, and __________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Beneficiary”, in the penal sum of __________________ Dollars ($____________) plus fifteen percent (15%) of the stated penal sum as an additional sum of money representing additional court expenses, attorneys’ fees, and liquidated damages arising out of or connected with the below identified Contract in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Beneficiary, dated on or about the _________ day of ___________________, A.D. 20____, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: TOWN OF PROSPER FRONTIER PARK NORTH FIELD IMPROVEMENTS – ARTIFICIAL TURF CSP NO. 2016-72-B in the Town of Prosper, Texas, as more particularly described and designated in the above-referenced contract such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform and fulfill all of the undertakings, covenants, terms, conditions and agreements of said Contract in accordance with the Plans, Specifications and Contract Documents during the original term thereof and any extension thereof which may be granted by the Beneficiary, with or without notice to the Surety, and during the life of any guaranty or warranty required under this Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived; and, if the Principal shall repair and/or replace all defects due to faulty materials and workmanship that appear within a period of one (1) year from the date of final completion and final acceptance of the Work by Owner; and, if the Principal shall fully indemnify and save harmless the Beneficiary from and against all costs and damages which Beneficiary may suffer by reason of failure to so perform herein and shall fully Item 12 CSP NO. 2016-72-B Page 59 of 66 reimburse and repay Beneficiary all outlay and expense which the Beneficiary may incur in making good any default or deficiency, then this obligation shall be void; otherwise, it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive Venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Plans, Specifications and Drawings, etc., accompanying the same shall in anywise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work or to the Specifications. This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, this, the ________ day of ________________, 20____. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 12 CSP NO. 2016-72-B Page 60 of 66 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. Item 12 CSP NO. 2016-72-B Page 61 of 66 PAYMENT BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That __________________ whose address is __________________________________________________________________, hereinafter called Principal, and__________________________________________________________, a corporation organized and existing under the laws of the State of ______________________________, and fully licensed to transact business in the State of Texas, as Surety, are held and firmly bound unto the TOWN OF PROSPER, a home-rule municipal corporation organized and existing under the laws of the State of Texas, hereinafter called “Owner”, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon the building or improvements hereinafter referred to in the penal sum of ___________________________________ DOLLARS ($_______________) in lawful money of the United States, to be paid in Collin County, Texas, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. The penal sum of this Bond shall automatically be increased by the amount of any Change Order or Supplemental Agreement, which increases the Contract price, but in no event shall a Change Order or Supplemental Agreement, which reduces the Contract price, decrease the penal sum of this Bond. THE OBLIGATION TO PAY SAME is conditioned as follows: Whereas, the Principal entered into a certain Contract with the Town of Prosper, the Owner, dated on or about the __________ day of _________________, A.D. 20___, a copy of which is attached hereto and made a part hereof, to furnish all materials, equipment, labor, supervision, and other accessories necessary for the construction of: TOWN OF PROSPER FRONTIER PARK NORTH FIELD IMPROVEMENTS – ARTIFICIAL TURFBID NO. CSP NO. 2016-72-B NOW THEREFORE, if the Principal shall well, truly and faithfully perform its duties and make prompt payment to all persons, firms, subcontractors, corporations and claimants supplying labor and/or material in the prosecution of the Work provided for in the above-referenced Contract and any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modification to the Surety is hereby expressly waived, then this obligation shall be void; otherwise it shall remain in full force and effect. PROVIDED FURTHER, that if any legal action were filed on this Bond, exclusive venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc., accompanying the same, shall in anywise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder. Item 12 CSP NO. 2016-72-B Page 62 of 66 This Bond is given pursuant to the provisions of Chapter 2253 of the Texas Government Code, and any other applicable statutes of the State of Texas. The undersigned and designated agent is hereby designated by the Surety herein as the Resident Agent in Collin County or Dallas County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship, as provided by Article 7.19-1 of the Insurance Code, Vernon’s Annotated Civil Statutes of the State of Texas. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, this, the _______ day of _________________, 20___. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 12 CSP NO. 2016-72-B Page 63 of 66 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax The Resident Agent of the Surety in Collin County or Dallas County, Texas, for delivery of notice and service of the process is: NAME: STREET ADDRESS: CITY, STATE, ZIP: NOTE: Date on Page 1 of Performance Bond must be same date as Contract. Date on Page 2 of Performance Bond must be after date of Contract. If Resident Agent is not a corporation, give a person’s name. Item 12 CSP NO. 2016-72-B Page 64 of 66 MAINTENANCE BOND STATE OF TEXAS ) ) COUNTY OF COLLIN ) KNOW ALL MEN BY THESE PRESENTS: That _______________________________ whose address is________________________________________________, hereinafter referred to as “Principal,” and ___________________________________, a corporate surety/sureties organized under the laws of the State of ____________ and fully licensed to transact business in the State of Texas, as Surety, hereinafter referred to as “Surety” (whether one or more), are held and firmly bound unto the TOWN OF PROSPER, a Texas municipal corporation, hereinafter referred to as “Owner,” in the penal sum of ___________________________________ DOLLARS ($_______________) (ten percent (10%) of the total bid price), in lawful money of the United States to be paid to Owner, its successors and assigns, for the payment of which sum well and truly to be made, we bind ourselves, our successors, heirs, executors, administrators and successors and assigns, jointly and severally; and firmly by these presents, the condition of this obligation is such that: WHEREAS, Principal entered into a certain written Contract with the Town of Prosper, dated on or about the _____ day of ________________________, 20____, to furnish all permits, licenses, bonds, insurance, products, materials, equipment, labor, supervision, and other accessories necessary for the construction of: TOWN OF PROSPER FRONTIER PARK NORTH FIELD IMPROVEMENTS – ARTIFICIAL TURF CSP NO. 2016-72-B in the Town of Prosper, Texas, as more particularly described and designated in the above- referenced contract, such contract being incorporated herein and made a part hereof as fully and to the same extent as if written herein word for word: WHEREAS, in said Contract, the Principal binds itself to use first class materials and workmanship and of such kind and quality that for a period of two (2) years from the completion and final acceptance of the improvements by Owner the said improvements shall require no repairs, the necessity for which shall be occasioned by defects in workmanship or materials and during the period of two (2) years following the date of final acceptance of the Work by Owner, Principal binds itself to repair or reconstruct said improvements in whole or in part at any time within said period of time from the date of such notice as the Town Manager or his designee shall determine to be necessary for the preservation of the public health, safety or welfare. If Principal does not repair or reconstruct the improvements within the time period designated, Owner shall be entitled to have said repairs made and charge Principal and/or Surety the cost of same under the terms of this Maintenance Bond. NOW, THEREFORE, if Principal will maintain and keep in good repair the Work herein contracted to be done and performed for a period of two (2) years from the date of final acceptance and do and perform all necessary work and repair any defective condition (it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by Principal) then this obligation shall be void; otherwise it Item 12 CSP NO. 2016-72-B Page 65 of 66 shall remain in full force and effect and Owner shall have and recover from Principal and its Surety damages in the premises as provided in the Plans and Specifications and Contract. PROVIDED, however, that Principal hereby holds harmless and indemnifies Owner from and against any claim or liability for personal injury or property damage caused by and occurring during the performance of said maintenance and repair operation. PROVIDED, further, that if any legal action be filed on this Bond, exclusive venue shall lie in Collin County, Texas. AND PROVIDED FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work performed thereunder, or the Plans, Specifications, Drawings, etc. accompanying same shall in any way affect its obligation on this Bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder. The undersigned and designated agent is hereby designated by Surety as the resident agent in either Collin or Dallas Counties to whom all requisite notice may be delivered and on whom service of process may be had in matters arising out of this suretyship. IN WITNESS WHEREOF, this instrument is executed in six copies, each one of which shall be deemed an original, on this the _____ day of ____________, 20____. ATTEST: PRINCIPAL: ___________________________________ Company Name By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Typed/Printed Name Typed/Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax [Signatures continued on following page.] Item 12 CSP NO. 2016-72-B Page 66 of 66 ATTEST: SURETY: By: _________________________________ By: ________________________________ Signature Signature ____________________________________ ___________________________________ Printed Name Printed Name ____________________________________ ___________________________________ Title Title ____________________________________ ___________________________________ Address Address ____________________________________ ___________________________________ City State Zip City State Zip ___________________________________ ___________________________________ Phone Fax Phone Fax Item 12 Page 1 of 3 To: Mayor and Town Council From: Baby Raley, Human Resources Director Through: Harlan Jefferson, Town Manager Re: Town Council Meeting – November 8, 2016 Agenda Item: Consider and act upon authorizing the Town Manager to execute a Blue Cross Blue Shield Business Associate Agreement, Blue Cross Blue Shield Mandated Provisions Checklist, Benefit Program Application (“ASO BPA”), 24/7 Call-A-Doc Business Associate Agreement, Telemedicine Corp. Benefit Services Agreement, Symetra Preliminary Excess Loss Insurance Application, Symetra Excess Loss Disclosure Statement, and Symetra Electronic Use Agreement, effective January 1, 2017. Description of Agenda Item: The Town has historically provided a competitive and innovative benefits package to employees, offering a selection which best suits employees’ individual and family needs. Providing these options has benefitted not only recruitment efforts, but also retention of employees. Options include primary benefits consisting of basic life insurance, accidental death and dismemberment insurance, long-term disability insurance, and major medical (cost shared with employees), health savings accounts (HSA), and health reimbursement accounts (HRA, a.k.a. MERP). Town staff solicited requests for proposals (RFP) for fully-insured and self- insured medical insurance and stop loss insurance. Town staff also obtained quotes for telemedicine benefits in order to seek cost-effective insurance benefits for the Town and its employees effective January 1, 2017. The medical insurance RFP was advertised in the local newspaper, through the Town's e- procurement system, and sent directly to the following carriers: Aetna, Blue Cross Blue Shield (current carrier), Benefit Mall, Boon Chapman, Bridge Health, Cigna Medical, Continental Benefits, Gilsbar, Surgery Center of Oklahoma, and United Healthcare. After evaluation of the fully-insured increase renewal from BCBS of 34.45% ($412,373.28 increase from current) and fully-insured/self-insured proposals from other vendors, staff, the Employee Benefits Committee, and Council Benefits Subcommittee recommends the most cost-effective and enhanced benefit would be the self-insured medical plan and administration through Blue Cross Blue Shield for employees and their eligible dependents. The recommended benefit plans are to keep the High Deductible Health Plan (HDHP) and Health Savings Account (HSA) the same while improving the Preferred Provider Organization (PPO) plan by decreasing the in-network deductible from $5,000 to $1,500 per individual. Staff, the Employee Benefits Committee, and Council Benefits Subcommittee also recommend eliminating the HRA (a.k.a. MERP) and applying those funds toward future benefit enhancements such as an enhanced wellness program and Town-paid surgery clinic. HUMAN RESOURCES Prosper is a place where everyone matters. Item 13 Page 2 of 3 The stop loss insurance RFP was advertised in the local newspaper, through the Town’s e- procurement system, and sent directly to the following carriers: Berkley, Berkshire Hathaway, Guardian, HM, Munich Re, Optum/UHC, QBE, and Symetra. After evaluation of the proposals, staff, the Employee Benefits Committee, and Council Benefits Subcommittee recommends Symetra as the group medical stop loss carrier for employees and their eligible dependents. The quotes for telemedicine were received from the following vendors: 24/7 Call-A-Doc, BCBS MDLive, CADR Plus, Doctors on Demand, Healthiest You, and 24/7 Call-A-Doc. After evaluation of the submitted quotes, staff, the Employee Benefits Committee, and Council Benefits Subcommittee recommends 24/7 Call-A-Doc as the telemedicine vendor for employees and their eligible dependents. Finally, staff, the Employee Benefits Committee, and Council Benefits Subcommittee recommend additional research and review of the Oklahoma Surgery Center and wellness program vendors to determine cost-effectiveness for the Town and employees. If findings are positive, staff will follow-up with the Employee Benefits Committee and Council Benefits Subcommittee prior to the 2nd quarter of 2017. The recommended benefit plans continue to support the Town’s consumer-driven health philosophy and meet the Town’s goals. Budget Impact: The estimated annual combined cost for group medical self-insurance through Blue Cross Blue Shield’s is $1,303,738.84 (+8.92% increase over current). The estimated annual total Town contribution cost is $1,391,488.84 for the plan year (January - December 2017). The estimated annual stop loss insurance cost for group medical coverage through Symetra is $269.084.64 (January – December 2017). The estimated telemedicine services cost through 24/7 Call-A-Doc is $4,968 with an 18% utilization rate cap of $0.25 per member per month for every percent above the rate cap (January – December 2017). Legal Review: Terrence Welch of Brown & Hofmeister, L.L.P., has approved the Contracts for Services as to form and legality. Attached Documents: 1. Medical Contributions for 2017 2. Medical Plan Design Comparison 3. 24/7 Call-A-Doc informational flyer 4. Blue Cross Blue Shield Business Associate Agreement 5. Blue Cross Blue Shield Mandated Provisions Checklist 6. Benefit Program Application (“ASO BPA”) 7. 24/7 Call-A-Doc Business Associate Agreement 8. Telemedicine Corp. Benefit Services Agreement 9. Symetra Preliminary Excess Loss Insurance Application 10. Symetra Excess Loss Disclosure Statement 11. Symetra Electronic Use Agreement Item 13 Page 3 of 3 Town Staff Recommendation: Staff recommends that the Town Council authorize the Town Manager to execute a Blue Cross Blue Shield Business Associate Agreement and Benefit Program Application for group medical insurance, 24/7 Call-A-Doc Business Associate Agreement, Telemedicine Corp. Benefit Services Agreement, Symetra Preliminary Excess Loss Insurance Application, Symetra Excess Loss Disclosure Statement, and Symetra Electronic Use Agreement, effective January 1, 2017. Proposed Motion: I move to authorize the Town Manager to execute a Blue Cross Blue Shield Business Associate Agreement and Benefit Program Application for group medical insurance, 24/7 Call-A-Doc Business Associate Agreement, Telemedicine Corp. Benefit Services Agreement, Symetra Preliminary Excess Loss Insurance Application, Symetra Excess Loss Disclosure Statement, and Symetra Electronic Use Agreement, effective January 1, 2017. Item 13 Attachment 1 Item 13 Attachment 2 Item 13 Attachment 3 Item 13 Attachment 4 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Attachment 5 Item 13 Item 13 Attachment 6 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Attachment 7 Item 13 Item 13 Item 13 Item 13 Item 13 Attachment 8 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Item 13 Attachment 9 Item 13 Item 13 Item 13 Item 13 Attachment 10 Item 13 Item 13 Attachment 11 Item 13