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13-30 O - Approving Final Project and Financing Plan for TIRZ No. 2 (MSW Prosper 380)TOWN OF PROSPER ORDINANCE NO. 13-30 AN ORDINANCE OF THE TOWN OF PROSPER, TEXAS, APPROVING A FINAL PROJECT AND FINANCING PLAN FOR TAX INCREMENT FINANCING REINVESTMENT ZONE NUMBER TWO, TOWN OF PROSPER, TEXAS; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, on January 22, 2013, the Town Council adopted Ordinance 13-04 designating Tax Increment Financing Reinvestment Zone Number Two, Town of Prosper, Texas, ("TIRZ Number Two'), to promote the development or redevelopment of the area, as authorized by the Tax Increment Financing Act, Chapter 311 of the Texas Tax Code (the "Act"); and WHEREAS, Ordinance 13-04 approved a Preliminary Project and Financing Plan for TIRZ Number Two; and WHEREAS, in compliance with the Act, the Board of Directors of TIRZ Number Two has reviewed and approved the final Project and Financing Plan for TIRZ Number Two attached hereto as "Exhibit A"; and WHEREAS, the Town Council having reviewed and given proper consideration, desires to approve the final Project and Financing Plan for TIRZ Number Two. NOW THEREFORE BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS: SECTION 1. That the facts and recitations contained in the preamble of this Ordinance are hereby found and declared to be true and correct. SECTION 2. That the final Project and Financing Plan for Tax Increment Financing Reinvestment Zone Number Two, Town of Prosper, Texas, is hereby approved. SECTION 3. That all ordinances of the Town of Prosper, Texas, in conflict with the provisions ffitu C rdinarice eb ; an e -same are hefeliy—repedldd; provided;however, that--a]I -- other provisions of said ordinances not in conflict with the provisions of this Ordinance shall remain in full force and effect. SECTION 4. That if any section, paragraph, clause or provision of this Ordinance shall for any reason be held invalid or unenforceable, the invalidity or unenforceability of such section, paragraph, clause, or provision shall not affect any of the remaining provisions of this Ordinance. SECTION 5. This Ordinance shall become effective immediately upon its passage. BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF PROSPER, TEXAS, ON THIS THE 14TH DAY OF MAY, 2013. 01%11111111., 1%1r111111., ,a `� •••'• �'•.,�tc•�� APPROVED: dov �;• :� r • • r � p _ e o i Ray S ith, Mayor •p„ rho ♦� TEMS AT�� 01111`1 Town Secretary APPROVED AS TO FORM: 2- 6 6-- 4 � &-A Peter G. Smith, Town Attorney (PGS:05-03-13:TM 60523) 2 Exhibit "A" PROJECT AND FINANCING PLAN Project and Financing Plan for Prosper Tax Increment Financing Reinvestment Zone Dumber Two Prepared May 8, 2013 Stein Planning, LLC by for MSW Prosper 380, L.P. and the Town of Prosper, Texas Contents Page Section 1: Objectives: 1 Section 2: What Is Tax Increment Financing? 1 Section 3: Reinvestment Zone Description 3 Section 4: Development with Tax Increment Financing 5 Section 5: Financing Project Costs 11 Section 6: Net New Revenue for Prosper, Collin County and the Prosper 8 Exhibit E: Independent School District 14 Exhibits Page Exhibit A: Real Property Tax Flow with Tax Increment Financing 2 Exhibit B: Prosper TIF Reinvestment Zone Number Two (Prosper West) with Existing Uses and Conditions 4 Exhibit C: Proposed Uses of TIF Reinvestment. Zone Number Two 7 Exhibit D: Proposed Roadways and Parking Structures in and around TIF Reinvestment Zone Number Two 8 Exhibit E: Proposed Water Distribution System in and around TIF Reinvestment Zone Number Two 9 Exhibit F: Proposed Wastewater Collection System in and around TIF Reinvestment Zone Number Two 10 Schedule 1: Schedule 2: Schedule 3: Schedule 4: Schedule 5: Schedule 6: Schedule 7: Schedule 8: Schedule 9: Schedule 10: Schedule 11: Schedule 12: Schedule 13: Schedule 14: Schedule 15: Schedules Page Base Value of the TIRZ 15 Annual Development and Taxable Value Forecasts for the TIRZ, in 2012 Dollars 16 Summary of Estimated TIRZ Project Costs and Nonproject Costs 17 Forecast of Taxable Property and Town Property Taxes from the TIRZ 18 Forecast of Taxable Property and County Property Taxes from the TIRZ 19 Forecast of Real Property Tax Increments to the TIF Fund 20 Forecast of Taxable Sales from Stores, Hotels and Cinemas in the TIRZ, in 2012 Dollars 21 Forecast Hotel Sales, Town Hotel Occupancy Tax and Hotel Sales Subject to Sales Tax 22 Forecast of Total Municipal Sales Tax Generated in the TIRZ 23 Town of Prosper General Sales Tax for the TIF Fund 24 Forecast of Prosper EDC 4A Sales Tax Grants for Prosper West Infrastructure 25 Prospective Cash Flow for Prosper West from All Local Public Sources 26 Tax from Prosper West Retained for Prosper General Fund and Prosper EDC 27 Tax from Prosper West Retained for Collin County 28 Forecast of Prosper ISD Taxes from the TIRZ 29 Appendices Page Appendix A: Road Improvement Details 30 Appendix B: Other Site Improvement Details 44 Appendix C: Appraisals of Comparable Properties in the Dallas -Fort Worth Metropolitan Area 46 Disclaimer Neither this report nor its conclusion may be referred to or included in any product or part of any offering made in connection with private syndication of equity, sales of bonds, sales of securities or sale of participation interests to the public without express written consent of Stein Planning, LLC. Section 1: Objectives Objectives of Prosper Tax Increment Financing Reinvestment Zone Number Two ("the TIRZ") are economic and qualitative benefits for the Town of Prosper and Collin County. The Town has concluded that development of an area known as Prosper West, northwest of the intersection of the Dallas North Tollway and University Drive (U.S. Highway 380) in general accord with a plan proposed by MSW Prosper 380, L.P., a limited partnership, will promote economic growth and quality of life for Town residents. The Town concludes, moreover, that this TIRZ is an appropriate tool to facilitate timely development of streets and other public improvements that are necessary and desirable for proper development of Prosper West. Section 2: What Is Tax Increment Financing? Tax increment financing ("TIF") is a tool local governments in Texas have used since 1986 to finance public improvements within defined areas that have unique challenges or opportunities for economic development. Statutory law regarding TIF for municipalities is found in Chapter 311 of the Texas Tax Code (the "Act"). Improvements facilitated by tax increment financing should attract investment and improve communities. A municipality or county may make an area eligible for tax increment financing by designating a TIRZ. "TIRZ" and "TIF zone" are interchangeable names used in Texas for a tax increment financing reinvestment zone. Every TIRZ is designated with a finite term of existence. Real property taxes on the value of the TIRZ in its year of designation (its "base year") continue to flow to the general funds of the relevant taxing unit, but, for the duration of the TIRZ and for local taxing entities that choose to participate in a TIRZ program, all or part of the tax on real property value in the TIRZ in excess of the TIRZ base value flows to a tax incremen t nancihg fund-("TIRZ found -,' also called a "TIF un Money flowing to the TIRZ fund is disbursed according to one or more development agreements. These will be contracts between the Town of Prosper and a developer. A development agreement must accord with a TIRZ project plan and financing plan ("TIRZ plan") approved by the Town Council subsequent to a recommendation by a TIRZ Board of Directors ("TIRZ Board") as prescribed by the Act. The TIRZ fund may be used only as authorized by State law. Exhibit A illustrates how rising tax revenue from greater taxable value in a TIRZ flows with time to a taxing jurisdiction's general fund and to a TIRZ fund. The sloped lines depict tax revenue in the zone rising with time. For the duration of Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 1 the TIRZ, the Town will deposit to the TIRZ fund 70% of Town tax increments due to increased taxable real property values within the TIRZ boundary. Collin County will be asked to invest in the TIRZ 50% of County tax increments due to increased taxable real property values in the zone for the same term of years. Real property taxes retained from the TIRZ for the general funds of both the Town and County will rise sharply upon termination of the TIRZ. In addition to a major share of its real property tax, Prosper will invest in the TIRZ fund 25% of its general sales tax collected from the TIRZ for the duration of the TIRZ. No Town or County taxes or fees except the designated portions of real property taxes and Town sales tax will flow to the TIRZ fund. Inclusion of property in a TIRZ does not change the tax rate for any property. Tax rates in a TIRZ are the same as rates outside the zone and within the same set of taxing jurisdictions. Mere designation of a TIRZ is not an entitlement to future tax flow, although it's a step in that direction. Only if the Prosper Town Council approves execution of a development agreement consistent with a TIRZ project plan and financing plan may cash flow from the TIRZ fund and then only in accord with terms of a development agreement. A TIRZ Board for Zone Number Two must make a recommendation to the Town Council prior to Council approval of a development agreement for TIRZ Two. Exhibit A: Real Property Tax Flow with Tax Increment Financing X H Base value aF zone Base TIF contributions begin and end TIF Fund year Time dissolves n This exhibit illustrates a general concept. It is not scaled to reflect magnitudes of annual tax increases or exact proportions of flow to the TIRZ fund versus the general fund. Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 2 Section 3: Reinvestment Zone Description Exhibit B is a map of Prosper TIRZ Number Two, showing existing uses and conditions. The zone includes 157.289 acres plus adjacent public rights-of-way. All taxable land in the Zone is used for grazing. The zone is two non-contiguous parcels. MSW Prosper 380, L.P. has purchased both. Zone boundaries that follow public rights-of-way extend from the center of the TIF zone to the far sides of such rights-of-way or to the Town limit, whichever is nearer to the center of the reinvestment zone. Situated at the northwest intersection of the Dallas North Tollway and University Drive (U.S. 380), the reinvestment site is a convenient and logical site for regional commercial activity and high density mixed-use development. The north side of University Drive is in the Town of Prosper. The south side is in the City of Frisco. With a commitment to timely investments in public infrastructure at this site, the Town anticipates that the TIRZ area will capture development and taxes that might otherwise occur later, if at all, or in other municipalities or counties and that the development that occurs in the zone and vicinity will be of better quality due to the site layout and infrastructure made feasible by the TIRZ program. The absence of streets and walks, positive drainage, water and sewer lines and franchise utilities in the TIRZ area impairs sound growth of this part of the Town and Collin County. The zone meets other statutory tests for designating a TIRZ in that: (1) None of the land in the zone (infinitely less than the 30% allowed by statute law) is currently used for residential purposes; (2) The total appraised value of real property in the zone liable for taxation in 2013 was $29,413, according to the preliminary 2013 assessment roll. Taxable value on the certified roll for 2013 is expected to be the same. Together with other reinvestment zones in the Town, the total appraised value of taxable real property in such zones was far less than the statutory maximum of 50%. Real property accounts in the TIRZand_p-reliminary 2013 value_s_ai_re identified in schedule 1. The certified roll for 2013 will become available in late July of 2013. Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 3 Exhibit B: Prosper TIF Reinvestment Zone Number Two (Prosper West) with Existing Uses and Conditions (2013) Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 4 Section 4: Development with Tax Increment Financing Private Development Exhibit C is a map showing a layout of proposed uses in the TIRZ. Some adjustments in response to changing market demand will be required over the several years before the TIRZ is fully developed. The top section of Schedule 2 quantifies gross floor areas currently planned for various uses of land in the TIRZ. The developer, MSW Prosper 380, L.P., plans approximately 3.6 million square feet of floor area in the total TIRZ when fully developed. About 46% of that floor area will be residential space, 25% will be office space and the balance will be for retail, hotel, theater or other uses. TIRZ Project Costs and Nonproject Costs Exhibits D, E and F map major improvements to public infrastructure in and around the TIRZ. Exhibit D shows roadway improvements, E shows water distribution improvements and F shows wastewater collection improvements. Estimated construction costs of these and other public improvements associated with development of the TIRZ are summarized in Schedule 3. Schedule 3 separates public improvement construction costs into: (a) project costs eligible for reimbursement by the TIRZ fund and (b) nonproject costs for construction to be paid by the developer or other sources. The project cost principal from Schedule 3 is $27.5 million plus Town expenses to administer the TIRZ program and financing costs. The Town anticipates financing costs at approximately 3.5% per year on the outstanding principal balance advanced for construction of public improvements. Detailed estimates of road and other infrastructure construction costs appear in Appendices A and B of this document. Cost estimates in the appendix are approximate. Cost subtotals in Schedule 3 take precedence over the cost estimates in the appendices. Taxable Value The middle and lower sections of Schedule 2 estimate taxable values (in 2012 dollars) for the real and business personal property that is proposed for development at the top of the same schedule. Estimated taxable values are identified by year of anticipated completion. The year of development matters greatly to a forecast of annual taxable value. The appraised value of improved real property liable for taxes is forecast at $296 million after ten years (end of 2023) and $424 million at ultimate buildout, (estimated end of 2028). These forecast values of Schedule 2 are expressed in 2012 or 2013 dollars, meaning they are not yet adjusted for probable inflation. Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 5 The taxable appraised value estimates in Schedule 2 are by Stein Planning, LLC. These estimates of appraised value for tax purposes are based on the developer's anticipated development program and taxable values assigned to comparable properties by the Collin Central Appraisal District or other appraisal districts in the metropolitan area. Appendix C of this document presents actual appraisals of comparable properties by county appraisal districts. Development costs, sale prices and appraisals for tax purposes may differ significantly. Taxable Development and Public Infrastructure Nexus The proposed development cannot happen without costly public infrastructure improvements. Construction of a well-designed and well-built network of streets, walkways, utilities and public amenities that attracts employment and a strong local tax base will benefit Prosper and Collin County. Consequently, the Town intends that a TIF fund for TIRZ Two will reimburse principal and reasonable interest expenses for the TIRZ project costs identified in Schedule 3. Listed TIRZ project items and their estimated costs may be reviewed periodically by the TIRZ Board and may be modified upon Board recommendation and Town Council approval. Texas law requires that a TIF project plan must identify proposed changes of zoning ordinances, the master plan of the municipality, building codes, other municipal ordinances and subdivision rules and regulations, if any, of the county, if applicable. No such changes are currently proposed, but future proposals for change are possible. With adequate infrastructure, it's legally possible to build all the uses and densities programmed in Schedule 2 with existing Town of Prosper PD -41 and PD -48 zoning. No residents will be displaced by the development currently anticipated by the TIRZ plan. There are no residents at present within the zone. Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 6 Exhibit C: Proposed Uses of TIF Reinvestment Zone Number Two 124 ACRE NORTH WEST CORNER TRACT E ISTINGZONING SUMMARY: Site Plan PrJect Totals - ''`.._- . :` • .••" Off= PARK Area: 124 acres Office: 1,360,000 sq $ ��:; •'.� ��.�.. •,, � , ��.� Retail: 382,000 sq ft Out -Parcel: Conference Center: Hotel: Theater: Residential: 102,000 sq fl 60,000 sq fl 3 00,000 sq ft 40,000 sq ft 2,000units This exhibit is being updated as of May 2013- Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 7 �. Y••I DOWNTOWN �wu_.r This exhibit is being updated as of May 2013- Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 7 Exhibit D: Proposed Roadways and Parking Structures in and around TIF Reinvestment Zone Number Two { DALLAS NORTH TOLLWAY C" - Nz n1- 1 I� wl W tM` t a LEGEND �IYfLa E9 30 ACRES - - UT 1M ROADWAY EXHOT TOLLWAY / 360 TRACT Tam & Froq . Unh County, I-- ,[ S Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 8 Exhibit E: Proposed Water Distribution System in and around TIF Reinvestment Zone Number Two DALLAS NORTH TOLLWAy 4 � - I le•iM,fll��1T1 \� y Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 30 ACRES MIS (BGl R9 eNONN1 Itit'I 9lRNp7 i i ori WATER DMIT TOLLWAY / 360 TRACT i wn & Proepn, Cdlln Canty, Texas S i Page 9 Exhibit F: Proposed wastewater Collection System in and around TIF Reinvestment Zone Number Two Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 10 DALLAS NOR7N TDLLWAYrr i IL: x LEGEND �uc t �GEvaoRER # 1 30 ACRES WASTEWATER E)HIB1T TOLLWAY / 390 TRACT . - — - D"'S" f1' LNL ].TW TO LEGACY DRIVE Town oT Proper, Cdlri Canty TnaL � Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 10 Section 5: Financing Project Costs Revenue for TIRZ Project Costs Based on the development and taxable value assumptions for TIRZ Number Two (from Schedule 2), Schedules 4 and 5 are forecasts of annual and cumulative cash generated by property tax within the TIRZ during the TIRZ term of twenty- five years and beyond to a total of forty years. Part of the real property tax generated within the TIRZ will be dedicated to the TIRZ fund for its duration. No business personal property tax will flow to the TIRZ fund. Annual real property tax receipts dedicated to the TIRZ fund are forecast in Schedule 6. That schedule assumes the Town of Prosper pledges 70% of the real property tax increment to the fund for tax years 2014 through 2038 and that Collin County pledges 50% of real property tax increments for the same term. (The duration of the TIRZ runs from its date of designation by the Town Council through December 31, 2038. Designated shares of tax increments levied in calendar 2038 flow to the TIRZ fund, even if collected in a subsequent year.) Although not calculated on Schedule 6, Prosper pledges to the TIRZ fund the incremental tax collected from the five-year "rollback" of taxable value due upon conversion of agricultural land to non-agricultural use. If collected entirely in tax year 2013 or soon thereafter, the total five-year rollback tax attributed to the Town alone is expected to approximate $640,000, per the calculation at the bottom of Schedule 1. In addition to real property tax, the Town of Prosper will commit to the TIRZ fund for its duration a portion of Town general sales tax earned within the TIRZ. Annual retail sales and sales taxes earned from the TIRZ for the Town of Prosper and the Prosper Economic Development Corporation ("PEDC") are forecast by Schedules 7, 8 and 9. Schedule 10 is a forecast of Town general sales tax flowing to the TIRZ fund, based on the Town's dedication of 25% of general sales tax. The PEDC anticipates grants of part of the 0.5% municipal sales tax for economic development ('AA sales tax") to pay costs for public infrastructure in the TIRZ. On December 31, 2012, the PEDC entered into an economic development incentive agreement (Contract 512) with the owner of land in the TIRZ. The agreement calls for a grant of $500,000 from accumulated 4A tax to pay for public infrastructure. This amount has been conveyed. The agreement provides further PEDC obligations that will total either $2 million or $3 million for principal expenses, including the original $500,000. (The grant amount depends on public improvements built at developer expense and taxable value of the TIRZ by the tenth year of its existence.) PEDC grant payments after the original $500,000 will be drawn from 4A sales tax earned within the TIRZ and possibly Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 11 other 4A sales tax. The anticipated percentage of 4A sales tax earned in the TIRZ that is committed to grants for public improvements in the TIRZ is 50% for most years. PEDC grants for infrastructure in the TIRZ will be increased to add interest on the agreed principal balances not yet reimbursed to the developer, on a sliding scale from 1.5% simple annual interest, not to exceed 4.5% annual interest. After these grants of $2 million or $3 million to reimburse public improvement expenses incurred by the developer have been paid with interest, but not before fifteen years, the PEDC has pledged 50% of 4A sales tax earned from the TIRZ to defray TIRZ project costs during the duration of the TIRZ. Schedule 11 is a forecast of annual amounts paid by the PEDC for infrastructure for economic development in the TIRZ. Anticipated annual dedications to the TIRZ fund by the Town of Prosper and Collin County and grants by the Prosper Economic Development Corporation for infrastructure in the TIRZ are listed and totaled in Schedule 12. The combined total funds available for TIRZ project costs, including principal, financing costs and Town administrative expenses for the TIRZ program through the duration of the TIRZ are forecast as approaching $53.7 million (Schedule 12). After deducting about $1.3 million to pay Town administrative expenses of the TIRZ fund, Schedule 12 estimates approximately $52.4 million of cash flow to the TIRZ fund for other project costs. An additional $2.4 million for principal and interest for TIRZ infrastructure will flow from a PEDC grant directly to the developer. The PEDC direct grant amount could increase by roughly $1.2 million if terms for a supplemental grant are met. A cash flow spread over many years has significantly less value, however, than the same cash in a lump sum today, due to the cost of borrowing money to pay for items needed today. When the forecast cash flow to the TIRZ fund, net of administrative expenses, is discounted to present value at a discount rate of 3.5% suggested by Town sources, the present value of the forecast 25 -year net cash flow forecast for the TIRZ fund is approximately $29.7 million. Use of Funds for TIRZ Proiect Costs With Town Council approval, actual cash flow to the TIRZ fund may be paid as it becomes available for TIRZ project costs, whether incurred by the Town, a developer, a lender, or another party. Project costs must be consistent with a TIRZ project plan and financing plan. A contractual agreement should specify terms for disbursement of TIRZ funds, including priorities for disbursement of funds if multiple parties have claims to TIRZ fund revenue. TIRZ project costs are most commonly paid as reimbursements to developers in exchange for a developer causing construction of public improvements in accord with agreed performance standards. Rights to receive cash from a TIRZ fund may be assigned with due consents. Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 12 Municipalities or counties may recover from a TIRZ fund their own expenses for duly approved TIRZ project cost items. Town expenses incurred for organization and administration of the TIF program will have a senior claim on TIF revenue in every year, to the extent that such expenses are documented and reasonable. Town administrative expenses accrued but not reimbursed will roll forward to successive years until paid. Annual Town expenses have been estimated at $40,000 plus inflation. Prosper contemplates application of part of its TIRZ revenue to debt service on bonds that may be authorized by the Town, the U.S. Department of Agriculture, or another government entity to pay for public improvements in the TIRZ or other expenses that are legitimate uses of TIRZ fund revenue. TIRZ revenue may be the sole security for bonds or one of multiple revenue streams securing bonds. Economic Feasibility A comparison of the TIRZ fund's net revenue forecast from Schedule 12 suggests that the $52.4 million of net revenue after administrative expenses will be more than ample to pay the $27.5 million for public improvements principal (from Schedule 3). Reimbursement of principal for TIRZ project costs thus appears economically feasible. The present value of the net $52.4 million cash flow to the TIRZ fund through its term of twenty-five years, discounted at 3.5% for each year into the future beyond 2013, is $29.7 million, per Schedule 12. Because that value is greater than the $27.5 million of TIRZ project costs for public infrastructure, it suggests probability that the TIRZ fund will be capable of ultimately paying approximately 3.5% interest on $27.5 million advanced by the developer or bondholders for public infrastructure principal cost. It doesn't mean that the TIF fund will have sufficient revenue to pay 3.5% interest on the balance owed in every year. Revenue to the TIRZ fund will be light in early years and robust in later years. TIRZ fund creditors will need to structure loan repayments so that repayment is skewed to later years. Postponing construction of infrastructure until needed, as opposed to building it all immediately, will minimize accrual of the TIRZ fund's interest obligations. Reimbursement of all planned TIRZ project costs (administrative expenses, principal and interest at approximately 3.5%) thus appears economically feasible. It's possible that revenue to the TIRZ fund may prove sufficient to cover all TIRZ project costs, including administrative and financing costs, before collection of tax increments from 2038 (mostly received in 2039). If all financial obligations of the TIRZ fund are satisfied before the scheduled end date of the TIRZ, the Town Council may terminate the TIRZ early. If the TIRZ fund has a cash balance after all its financial obligations have been met, any residual balance will be prorated Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 13 to taxing jurisdictions according to amounts deposited to the TIRZ fund for the year when fund obligations have been fully discharged. The anticipated percentage of total receipts for TIRZ project costs that will come from Town tax increments (real property and sales tax) and Prosper Economic Development Corporation grants is 82% to 83%. County tax increments will account for the balance. These percentages should not be confused with the percentages of annual incremental real property tax that the Town and County will contribute to the TIF fund. Section 6: Net New Revenue for Prosper, Collin County and the Prosper Independent School District Prosper and Collin County will gain and retain significant real property tax earned within the TIRZ for the full duration of the TIRZ. Beyond these greater tax volumes related to increased real property value in the zone, Prosper and all other taxing entities will receive and retain 100% of business personal property tax related to TIRZ development. Texas law does not authorize business personal property tax to flow to a TIF fund. Prosper will retain part of the sales tax earned in the TIRZ. Schedules 13, 14 and 15 forecast taxes from development in the TIRZ that will be retained by the Town, Collin County and the Prosper Independent School District, respectively. Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 14 � : � � k z % c £ \/ k/ \ { jCj §7 \\ / § \ / � k 2 o S/ \ N e = ;E2 a ! < a >§2\ tc77 CL a®o± Lƒk# m®¥ k$Ki 0 <� §CL y// >2E/ Ioo& =ac= m L, = - a @ \ E cn f70 �#JE \/7$ cc$ # 7 Pe@y =2 U ® 3 U)` CL /-5 \ §k m2 5=ee >m Siin fq 242/ ± 2 , -I(D )k )k §5 j\ }\ /2 )\ 3j §\ \ \ % 6 Cl k�% N _ W IL Schedule 2: Annual Development and Taxable Value Forecasts for the TIRZ, in 2012 Dollars Notes: Uses, gross floor areas, dwelling counts and phasing are the current plan offered by the site developer. All are subject to change. Taxable appraisals per square foot of gross floor area are estimates by Stein Planning, LLC, based on 2012 appraisals for tax purposes of comparable developments in the metropolitan area Comparables are listed in an appendix. Construction cost, sale value and appraisal for taxation are not necessarily the same. Stein Planning, LLC assumes the market will absorb floor area when completed This is not an evaluation of market demand (a) (b) (c) d e 0 ( (h) (i} K 1 Square Feet of Gross Floor Area Added Each Year Completed Added I Residential forRent, li _ Retail _ Total During To Roll as of 1,100 Stand -Alone Added Cumulative 2015 2016 0 0 60,000 0 0 0 0 0 60,000 60,000 2016 2017 0 0 0 50,000 20,000 22,000 0 60,000 152,000 212,000 2017 2018 150 165,000 50,000 0 0 10,000 0 0 225,000 437,000 2018 2019 150 165,000 50,000 0 20,000 6,000 0 0 241,000 678,000 2019 2020 0 0 0 0 0 20,000 40,000 0 60,000 738,000 2020 2021 150 165,000 60,000 0 35,000 0 0 0 260,000 998,000 2021 2022 150 165,000 100,000 50,000 180,000 18,000 0 0 513,000 1,511,000 2022 2023 0 0 120,000 0 0 0 0 300,000 420,000 1,931,000 2023 2024 200 220,000 150,000 50,000 37,000 18,000 0 0 475,000 2,406,000 2024 2025 0 0 140,000 0 50,000 12,000 0 0 202,000 2,608,000 2025 2026 200 220,000 60,000 0 0 0 0 0 280,000 2,888,000 2026 2027 150 165,000 60,000 0 0 5,000 0 0 230,000 3,118,000 2027 2028 150 165,000 60,000 0 20,000 9,000 0 0 254,000 3,372,000 2028 2029 200 220,000 0 0 0 0 0 0 220,000 3,592,000 2029 2030 0 0 0 0 0 0 0 0 0 3,592,000 Total $0 1,500 1,650,000 910,000 150,000 362,000 120,000 40,000 360,000 3,592,000 $0 $2,500,000 $2,700,000 $0 46% 25% 4% 10% 3% 1% 10% 100% $0 $0 $0 $0 Taxable Value of Real Property, Including Land, Based on 2012 Appraisals per Square Foot 2029 2030 $0 for Comparable Improvements and Jan, 1, 2015 Discontinutaion ofAgricultural Valuation Completions Added Residential Retail I Total Completions Added Residential C3lfioe, If B' l3ox, if General, If Stand -Atone Ci tomo, If Halel, It Total Cumulative During To Roll as of for Rent, If Office. 11 1g,Box, If General, If Restaurant, If Cinema. If Hotel, If Added Cumulative Calendar Jan.. 1. 1 S90 $130 S80 1 $125 1 $300 - - $120- _ 595 1 This Year Total 2014 2015 $0 so so so $0 $0 $0 $24,604,269 $24.604.269 2015 2016 $0 $7,800,000 $0 $0 $0 $0 $0 $7,800,000 $32,404,269 2016 2017 $0 $0 $4,000,000 $2,500,000 $6,600,000 $0 $5,700,000 $18,800,000 $51,204,269 2017 2018 $14,850,000 $6,500,000 $0 $0 $3,000,000 $0 $0 $24,350,000 $75,554,269 2018 2019 $14,850,000 $6,500,000 $0 $2,500,000 $1,800,000 $0 $0 $25,650,000 $101,204,269 2019 2020 $0 $0 $0 $0 $6,000,000 $4,800,000 $0 $10,800,000 $112,004,269 2020 2021 $14,850,000 $7,800,000 $0 $4,375,000 $0 $0 $0 $27,025,000 $139,029,269 2021 2022 $14,850,000 $13,000,000 $4,000,000 $22,500,000 $5,400,000 $0 $0 $59,750,000 $198,779,269 2022 2023 $0 $15,600,000 $0 $0 $0 $0 $28.500.000 $44,100,000 $242,879,269 2023 2024 $19,800,000 $19,500,000 $4,000,000 $4,625,000 $5,400,000 $0 $0 $53,325,000 $296,204,269 2024 2025 $0 $18,200,000 $0 $6,250,000 $3,600,000 $0 $0 $28,050,000 $324,254,269 2025 2026 $19,800,000 $7,800,000 $0 $0 $0 $0 $0 $27,600,000 $351,854,269 2026 2027 $14,850,000 $7,800,000 $0 $0 $1,500,000 $0 $0 $24,150,000 $376,004,269 2027 2028 $14,850,000 $7,800,000 $0 $2,500,000 $2,700,000 $0 $0 $27,850,000 $403,854,269 2028 2029 $19,800,000 $0 $0 $0 $0 $0 $0 $19,800,000 $423,654,269 2029 2030 $0 $0 $0 $0 $0 $0 $0 $0 $423,654,269 Total $148,500,000 $118,300,000 $12,000,000 $45,250,000 $36,000,000 $4,800,000 $34,200,000 $403,854,269 Completions Added Residential Stand -Alone Total During To Roll as of for Ranl li C3lfioe, If B' l3ox, if General, If ReslauraM If Ci tomo, If Halel, It Added Cumulative Calendar Jan 1. SD S2D 540 825 830 815 $0 This Year Total 2014 2015 s0 So $0 $0 so SD s0 so 50 2015 2016 $0 $1,200,000 $0 $0 $0 $0 $0 $1,200,000 $1,200,000 2016 2017 $0 $0 $2,000,000 $500,000 $660,000 $0 $0 $3,160,000 $4,360,000 2017 2018 $0 $1,000,000 $0 $0 $300,000 $0 $0 $1,300,000 $5,660,000 2018 2019 $0 $1,000,000 $0 $500,000 $180,000 $0 $0 $1,680,000 $7,340,000 2019 2020 $0 $0 $0 $0 $600,000 $600,000 $0 $1,200,000 $8,540,000 2020 2021 $0 $1,200,000 $0 $875,000 $0 $0 $0 $2,075,000 $10,615,000 2021 2022 $0 $2,000,000 $2,000,000 $4,500,000 $540,000 $0 $0 $9,040,000 $19,655,000 2022 2023 $0 $2,400,000 $0 $0 $0 $0 $0 $2,400,000 $22,055,000 2023 2024 $0 $3,000,000 $2,000,000 $925,000 $540,000 $0 $0 $6,465,000 $28,520,000 2024 2025 $0 $2,800,000 $0 $1,250,000 $360,000 $0 $0 $4,410,000 $32,930,000 2025 2026 $0 $1,200,000 $0 $0 $0 $0 $0 $1,200,000 $34,130,000 2026 2027 $0 $1,200,000 $0 $0 $150,000 $0 $0 $1,350,000 $35,480,000 2027 2028 $0 $1,200,000 $0 $500,000 $270,000 $0 $0 $1,970,000 $37,450,000 2028 2029 $0 $0 $0 $0 $0 $0 $0 $0 $37,450,000 2029 2030 $0 $0 $0 $0 $0 $0 $0 $0 $37,450,000 Total $0 $18,200,000 $6,000,000 $9,050,000 $3,600,000 $600,000 $0 $37,450,000 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 16 M d L N L2 n I-- O) O C N 00 r a E E O O j II V M 4 N O 0 CD O LOO ") tel 00 o (h O (T m Nim CL a U) Za U 120 M d U w mm nE n E O V D (` r Ni -0 C 4) N o O c a N V V a)E O H " co r > E E c m a- m O X m 'x O Z E o lc C C A N n eT 0.2 j N C t` U () - LO I` o � L) m E c w O m c a) a) w O O N c0 V C I- O) (6 a y U 7 .2 CL 7 N N O O m N C co CO (� N O V Ny 9 n U C ti O? o LO r N N ON N O N V M tow a V C C O O m t C �_ N a) a) o U N c � (n= m 0 to Nn , 'co: o r M -o U c (° a) a) V N m N EU� N D - o E X 7 V - w 0� CL)a ft) a) Grp E p (0 U V (A .o. 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Oi N M d W co cli Lo W W d 1p n O FR Ui dj Ui U3 FA � E9 Fla N3 !9 FA M FA 60900A 0( mm MO NOOO t0�1 x101 1 W N0 m Mm to WM(MO N t 00N m 00 F!N O�M O (O O W O N O O V i0 m O O n M W M W M O W ON mm V M W O W O N M N O O W M W W V MM O V W n N M O N O V N (O co O m I � O T � N n m n� (WO V (V41 � O W� N� m ro N Odi 10U 0 (VO N W M OWi Ll N N N V o V t` t• N 0 m m O O_ FI3 E9 Eli U3 dJrN NM dV d V V V V V V i0 W W W W W OOO(O.--u'1Nh NN fA FA b3 Fl3 E9 Fli FA b3 Fl3 U3 F9 E+i F9 E9 U3 F9 4i !A FA W fA f9 fA fA. f9- FA FA FA fA U3 F9 4H W m W n W O n O W 10 V N O r O V W W n V N N n W i0 m N �1 O n m O m N V m FA N m W TI N N V O O m O V W M O W n n W r W O O V M M V n r O M r r N d W n W O O O O O O N m V O W O M O W O M N W V n 0 V n O m M n O W M O W O W O O �O V V M V 1(1 W n W O N M O O n W O N V O O W O O N M 141 FA 69 r N M M O O W m 0_ r r r r r r N_ N N_ N N N N N M M co M M M M M d V d V fA fA fA fA FA U3 b3 fA fA _ _ _ _ _ _ _ i»iss i»F»f»in in in v;•i»i»iAE»<A Ea i»F»i»i».<A e>En e>e�F»in u� noO (O OON Om nO W (O m(OO d d OMd O V m mO 10 M mO W;7 O W O M M O N N O n V a 0 M O n (O N W N M n N W W m ((pp W W W W (O m n n O M r M M ENO m N T M V V Ll(tWOp M V I V W mm n I Wn W O N M m N (MO EVO N m co M O OMi ONi M NZS� »uamWrAF»FAF»WF»F»F»FA»FA F969 Fn (n Fn FA En of F»FA »FA»u3 E»E»u>FA E» 0M W N N OOO OO1 W O M m d N 0fA 0FA 0Fn f9 FA ei 0FF?fA f9 f9 E9 E9 b3 EA Fri FA F9 U30M O�0M�O�0W OM N V n M O W O n _Om r O V ondn q V(OVt0I�N VM(O m O W c O O D (O O n 0 O W N M W W V O V n M N n W (O W O O W N M O N K N FANNN r1�(nWmmrl F» F»FA»in69»F»F»FAF»» 0 0 !mD r (mp W M N N r N EOO V O 100 N W N tV0 W O O W tp (MO M N� n (OO n 0 O O W O r r O n V r l0 O V V O V V O (O O N r O O N N 0 O � V O O N m O W N M n N 0M W O O O N V r V m M N OBD Qni N tW0 N 0M W m N f�0 N a ( N R (WO N M O M N Vi E9 W 10 d r r n O n M N n W V r O W n n n n W O N N W N O r O N W �O M O m m h N M c] (O O M O O m 0 � w O W O O (O w N r M w V m �A r m W d W W m m 0 0 N N M M V V O 10 O O n W W O m 0 U3 69 F9 fA fA d3 fA E9 U3 fA FA W f9 vi E9 W W FA fA O f9 fA W fA FA FA E9 fA E9 F9 E9 E9 FA N N N N NN000000000 N N N N N N NN NN N N N N N N NV NV V V V NV V NV N 0 NN NN N NN NNNNN O V N O n W m 0 N M d N O n W. m 0 N M V U1 O n W m 0 N M O O n W O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N a) w tm f0 d Z O ON W 0,1 01 W W V W W I� I, W Moo W o LO M W M 0 0 0 0 0 0 O O O O O O O O fA b9 m O V N I` O W r m M O O M m W O W W m A m W V) f9 f9 69 69 69 0 0 69 09'o V) 69 60 W N M r m (+) A m M r W W m A A C W M M LO O Il A m M o M 0) 1- t0 <T r 0 Ln f- N N W N LO 0 M I- N W r (O N W W m V 0 CO r m N O 00 O N LO A m N V A m N V N M W W I' r M A m r N M p) M M M V V V V LO LO V) 19 fa V3 V) V) V) r r N N N N N N N N N N N N N 69 V) N 69 69 Vi 69 0. V) 69 69 69 6% 69 V) 69 69 O O m m m W m O M N m N N W O O A N V V M N r 0 M O o 0 0 0 0 0 0 0 0 0 0 0 0 0 V fA ffl W W O m m W W W LO V fR W W m W M V V M W 69 WY (A 69 V) V) fA V) N 69 Vi FA Vi (A 0 m y A m A Am M LO O W m m m W O W M r m W W W m O N V A O O Ln 06 Va o P,:4 n V N t0 r M W V O W N M LO rr E C m (u x a) M V W m v LO m A V N A N W A A W W m 0 0N M M O 7 a) QN E f9 V)V)W. NM V V LO LO LO LO W LO to to W W co W m O O H N V3 V) 69 69 6969 Vi 69 V) 69 69 69 0 W. 69 69 69 V) 69 69 m LL U Q U W O O M m LO W m W M LO M W LO r rV LLOO r r LO M WA Om N WVr m A M N LWO MV)WVW A W Co) -OV N WWOWOV mNLOWALMO LOO VO) V09 6 09 609 609 609 69 69 (09 6 09 V0i V0) M0 WO T "N' (M V m m I, W W N W W O LO W VW co V N O m A W LO N t m N m m 0 o A V V m V W M o W W O N V LO A m E Q a D) X 2 NV, V LO co C N 'Lt LO r r r- r I� co W W W W W m O N N Q N E V) V) 69 (A V) 69 69 LL O d' O` H N V) (9 V) 69 69 f9 f9 V3 V) f9 V) V) V) V) V) V) R Q U Y e o 0 0 0 0 o a o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 o a o o e o 0 e e o 0 0 0 0 0 o? F F o O O O o O O o O O o 0 o o o O o o O o O o 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +a LO W W Ln W Ln N Ln W LO LO LO LO W LO W W W N W W h h LO N 0Qd0 S x O A W A W W O (D W W LO M O W M A W W V O N I- f- V W LO m A W LO m O N V 00 I'+ N (a (fl fA M A W W W M W O m N V A N W W W W N W W W m N M W m W Il m O W LO W 0 1� N V m N V A r r M m m m 0 0 M P- M m f� W W W O V m LO M N N M W O W N r Cl r M P fV. a d) .p). A W O L(] LT w m m N M V W I� m M LO W O N LO W V A O V A L(] M CO r CO W W M m co O CO W 00 LO V V M V LO W A W O N M W W A W O N V o W W m O N (M LO 0 C N Y (a 69 V) N M 0 LO W W m O r r r r r r N N Cl!N N N N N M M M M M M M M V V V V R °C ON N 3N 69 E9 EA f964 V)6969 f9 _ _ _ _ _Q U Q j'm u)u9 u96%V)e3 of el w o6 br9 U 6& U U � u)496969 rM u)fi9 u9 rM» V c 09 0 0 ~ w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o a o 0 0 o a o 0 0 0 0 0 0 0 0 m OE LL O n n n n n r- o o r- n o O� O O O^� n r- n n n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o3HF oF0 LL U F C x O N V m V o N W W O W o M V O M N V W O O W W f- M W V V m V M M N W LO V U] N n M17 N V) 6% r MWONLOOMWONW M Cl) O Cl) V V O M N m M V V N W M A0 Cl) W m CO f, MJ F r V C A N LO A N W LO - M A N C 0 M Oct (O (Q m LO M V I� V V N O I- W r W A m V c') V ar M A U) A N N M M V V W V N A N A N I- M m LO N m W M m A W U CO CO N N N M V W W [V C O N N (a M r W NW LO N O M W N W W r0 No A O No W o Cl) (O 0) V A o M W m No 00 3 d A2 D) N V LO W CO N V CO O N V V W LO o LO W W W W A A A A W W m m m m 0 0 0 W r V7 0 N d? O X M V) V) V) Vi V3 N N N N N N N N N N N N N N N N N N N N N N N M V M M M m, r U Q O (sL m V) V) 69 f9 f9 69 f9 69 69 U) W. Vi 69 V) 69 69 V) 69 69 69 w V) V) V) o V) 69 f9 V) 69 60 V) W =a> 9 O O O V M W N M N m M W V M W 0 W N W N M r W r O N W W W I- N W W O O COLO W N 0) f9 m A n N N W O m W M N m V m 0 W M f� O O W W LO W O V W W V LO V W W LO W M >� N W LO m W A o W m m m m co m m N0 0 W N W W r W N W r LO I, O r LO 00 W N V W m m W N 69 W N co W LO O M N V V W W W W V 7 W W LO (0 W V N V r N W o m LO W c m m OS �j D) D) D) m M N LO W 0) O f- o m o I- m W W N M m 010 W N Cl) 0) W O W m V M m 0 n O m V D O Q- N LO r W N m V V V V W A V W M r m W A W A A W C N� W r W O W r W Ln Cl[ r m m W m Y f0 ,U W V V N r W W A W LO LO W W O W O M O LO W W N n Cl) W V m LO A N W O N M o 00 r N LO M W LO m M A A W W m m O O N N M M V V LO LO W W A W W m m U Q>-ia x o Vi 69 EA 69 u969 �� E90C9 C9 (0 94a � VN- �� 6�4 ,6960 V9 LOU) N-w69 WN 69 N��69W. 6699 LO 69 ca N M A 1 W W ((yy WW m n W W LO m LO O V V O M V (O U m m Cl o M M m W W O m M M W N N O n V O O I- LO N W N M r A N W W m r W W W W W LD m A A W l [% N m C'1 N r m N V M M r N V (O V V O W m N r 0 (D N N m V W m N m W W N M r m..!R).-07-. M.AD. Vy7] 4 -.+C3 -r. C] �.V s4 4 CP.(G-Li?..L(i-�. G. iU.v I+ Cf..fA-EQ TU N N N (O LO W W N M O W N W O N W OS lO m N M N €y ? d) 64 (6 EO N Oa LO LO W (0 aT f- V r IC�0 W A P. A A W Q N (f1 N 6P 4`1 '�+ LoV V Nr Ln W F(O. Lrio W MD LOO LO Oh W fA NAMN V (ALO AM W v L4 LL' LL N co W CO r N LO M W LO m e) M m m 0 0 N N M M V V N M W fO A W W m m 0 L- d ^ 69 69 f9 Vi N N MM M •9 V V V LO LO W LO LO (O W LO LO W W Lry W Y� LO LD LO u7 2(D V) V) V) V3 V) V) f/) Vl � 69 V) V7 � 69 69 69 69 N V) V). Vi V) f9 fA Vi V) f9 N fR V) V) V) f/) (9 O c x j r V W W A W m 0 N M V W W A W m 0 N M V LO W I- W m 0 N M V LO W A W m 0 3 LL N N N N N N N N N N M M Mm O') M co M M M V V VV V V V V V V LO LO N M LO W F-06 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 co 0 0 0 0 o LL N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Q' LL H ry N _- C 0 N C N M V W W A W m N N N N N N N N N N C07 M N M M M m m (W+) M V V V V V Lo V V VA' V V LOO W N o m m Ia La o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 u- a C V) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Q p `o U N a) w 0 N O r N M V W W A W m 0 N M V tO W n W m O r N M V o W n W m F - y m r N M V N W A W m r r r r r r r r r r N N N N N N N N N N m M M M M M M M M M m M O N W m O rw d O C d) w D) O LL ca N E d x C) c la w = U ca N C N -0 o w E y LL N o U d Y � 0 w o E ° w O LL N L N L 0 U v w Q D) O m E 0 0a) ca (° N 3 LL o w ,o m � O m � o m o n = o ++ c d o u Q O dm a) o m o E Q m > 0 > U 2 p O 0. E Y�+ N w y0 l0 w O N Q± H Ca n `c Ea `� m w w c 3 N O V v a) Q u U N xcc V N OQ N w(a - > LL v ciao or O Q L :i O x a w o m 2 O C LL N U) C E JU EmE D) U W Y15W Q C > > 13 0 O r E Q w Q o N '- x O L o � p N O 49 > 3 v v= c v . a =��=3a2 0 D a Q _ E n N p N (a O p C >U = O U O U O N -o -p E E E (a �a w w U la O N (A (Af6 m > c F Q$ aU F m - N Q m D) m m F-- U D) C N 67 w a OI N E c D) :sU ca KE I- N Op -O p N V CU (� U +� ai C (a -a a (a16 , C C N - a) .U.. -O E QL C O _ o N U E Mx M 3 r LL U X YO N (D H O v0 O w c, ¢NLL aw N R Z O ON W 0,1 01 W W V W W I� I, W Moo W o LO M W M 0 0 0 0 0 0 O O O O O O O O fA b9 m O V N I` O W r m M O O M m W O W W m A m W V) f9 f9 69 69 69 0 0 69 09'o V) 69 60 W N M r m (+) A m M r W W m A A C W M M LO O Il A m M o M 0) 1- t0 <T r 0 Ln f- N N W N LO 0 M I- N W r (O N W W m V 0 CO r m N O 00 O N LO A m N V A m N V N M W W I' r M A m r N M p) M M M V V V V LO LO V) 19 fa V3 V) V) V) r r N N N N N N N N N N N N N 69 V) N 69 69 Vi 69 0. V) 69 69 69 6% 69 V) 69 69 O O m m m W m O M N m N N W O O A N V V M N r 0 M O o 0 0 0 0 0 0 0 0 0 0 0 0 0 V fA ffl W W O m m W W W LO V fR W W m W M V V M W 69 WY (A 69 V) V) fA V) N 69 Vi FA Vi (A 0 m y A m A Am M LO O W m m m W O W M r m W W W m O N V A O O Ln 06 Va o P,:4 n V N t0 r M W V O W N M LO rr E C m (u x a) M V W m v LO m A V N A N W A A W W m 0 0N M M O 7 a) QN E f9 V)V)W. NM V V LO LO LO LO W LO to to W W co W m O O H N V3 V) 69 69 6969 Vi 69 V) 69 69 69 0 W. 69 69 69 V) 69 69 m LL U Q U W O O M m LO W m W M LO M W LO r rV LLOO r r LO M WA Om N WVr m A M N LWO MV)WVW A W Co) -OV N WWOWOV mNLOWALMO LOO VO) V09 6 09 609 609 609 69 69 (09 6 09 V0i V0) M0 WO T "N' (M V m m I, W W N W W O LO W VW co V N O m A W LO N t m N m m 0 o A V V m V W M o W W O N V LO A m E Q a D) X 2 NV, V LO co C N 'Lt LO r r r- r I� co W W W W W m O N N Q N E V) V) 69 (A V) 69 69 LL O d' O` H N V) (9 V) 69 69 f9 f9 V3 V) f9 V) V) V) V) V) V) R Q U Y e o 0 0 0 0 o a o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 o a o o e o 0 e e o 0 0 0 0 0 o? F F o O O O o O O o O O o 0 o o o O o o O o O o 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +a LO W W Ln W Ln N Ln W LO LO LO LO W LO W W W N W W h h LO N 0Qd0 S x O A W A W W O (D W W LO M O W M A W W V O N I- f- V W LO m A W LO m O N V 00 I'+ N (a (fl fA M A W W W M W O m N V A N W W W W N W W W m N M W m W Il m O W LO W 0 1� N V m N V A r r M m m m 0 0 M P- M m f� W W W O V m LO M N N M W O W N r Cl r M P fV. a d) .p). A W O L(] LT w m m N M V W I� m M LO W O N LO W V A O V A L(] M CO r CO W W M m co O CO W 00 LO V V M V LO W A W O N M W W A W O N V o W W m O N (M LO 0 C N Y (a 69 V) N M 0 LO W W m O r r r r r r N N Cl!N N N N N M M M M M M M M V V V V R °C ON N 3N 69 E9 EA f964 V)6969 f9 _ _ _ _ _Q U Q j'm u)u9 u96%V)e3 of el w o6 br9 U 6& U U � u)496969 rM u)fi9 u9 rM» V c 09 0 0 ~ w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o o a o 0 0 o a o 0 0 0 0 0 0 0 0 m OE LL O n n n n n r- o o r- n o O� O O O^� n r- n n n o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o3HF oF0 LL U F C x O N V m V o N W W O W o M V O M N V W O O W W f- M W V V m V M M N W LO V U] N n M17 N V) 6% r MWONLOOMWONW M Cl) O Cl) V V O M N m M V V N W M A0 Cl) W m CO f, MJ F r V C A N LO A N W LO - M A N C 0 M Oct (O (Q m LO M V I� V V N O I- W r W A m V c') V ar M A U) A N N M M V V W V N A N A N I- M m LO N m W M m A W U CO CO N N N M V W W [V C O N N (a M r W NW LO N O M W N W W r0 No A O No W o Cl) (O 0) V A o M W m No 00 3 d A2 D) N V LO W CO N V CO O N V V W LO o LO W W W W A A A A W W m m m m 0 0 0 W r V7 0 N d? O X M V) V) V) Vi V3 N N N N N N N N N N N N N N N N N N N N N N N M V M M M m, r U Q O (sL m V) V) 69 f9 f9 69 f9 69 69 U) W. Vi 69 V) 69 69 V) 69 69 69 w V) V) V) o V) 69 f9 V) 69 60 V) W =a> 9 O O O V M W N M N m M W V M W 0 W N W N M r W r O N W W W I- N W W O O COLO W N 0) f9 m A n N N W O m W M N m V m 0 W M f� O O W W LO W O V W W V LO V W W LO W M >� N W LO m W A o W m m m m co m m N0 0 W N W W r W N W r LO I, O r LO 00 W N V W m m W N 69 W N co W LO O M N V V W W W W V 7 W W LO (0 W V N V r N W o m LO W c m m OS �j D) D) D) m M N LO W 0) O f- o m o I- m W W N M m 010 W N Cl) 0) W O W m V M m 0 n O m V D O Q- N LO r W N m V V V V W A V W M r m W A W A A W C N� W r W O W r W Ln Cl[ r m m W m Y f0 ,U W V V N r W W A W LO LO W W O W O M O LO W W N n Cl) W V m LO A N W O N M o 00 r N LO M W LO m M A A W W m m O O N N M M V V LO LO W W A W W m m U Q>-ia x o Vi 69 EA 69 u969 �� E90C9 C9 (0 94a � VN- �� 6�4 ,6960 V9 LOU) N-w69 WN 69 N��69W. 6699 LO 69 ca N M A 1 W W ((yy WW m n W W LO m LO O V V O M V (O U m m Cl o M M m W W O m M M W N N O n V O O I- LO N W N M r A N W W m r W W W W W LD m A A W l [% N m C'1 N r m N V M M r N V (O V V O W m N r 0 (D N N m V W m N m W W N M r m..!R).-07-. M.AD. Vy7] 4 -.+C3 -r. C] �.V s4 4 CP.(G-Li?..L(i-�. G. iU.v I+ Cf..fA-EQ TU N N N (O LO W W N M O W N W O N W OS lO m N M N €y ? d) 64 (6 EO N Oa LO LO W (0 aT f- V r IC�0 W A P. A A W Q N (f1 N 6P 4`1 '�+ LoV V Nr Ln W F(O. Lrio W MD LOO LO Oh W fA NAMN V (ALO AM W v L4 LL' LL N co W CO r N LO M W LO m e) M m m 0 0 N N M M V V N M W fO A W W m m 0 L- d ^ 69 69 f9 Vi N N MM M •9 V V V LO LO W LO LO (O W LO LO W W Lry W Y� LO LD LO u7 2(D V) V) V) V3 V) V) f/) Vl � 69 V) V7 � 69 69 69 69 N V) V). 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N W � T O t+ E -- N H N CL 0 O a` Schedule 10: Town of Prosper General Sales Tax for the TIF Fund Notes: Sales volume and sales tax depend on actual development volume, timing of development, tenants, and other factors. They may be more or less than this forecast. The Town of Prosper commits to pay the specified percentages of sales tax, subject to specific conditions A commitment of 33 years is modeled in this schedule. (a) (b) (c) (d) (e) (fj Tax Total Receipts Town General Town Commitment Sales Flow to Sales Tax @ of General Sales Tax TIRZ Through TIF Fund 1.00% to the TIF Fund Year Dec. 31, by May 1, from Schedule 9) % Amount Base 2013 2014 $0 0% $0 1 2014 2015 $0 25% $0 2 2015 2016 $20,091 25% $5,023 3 2016 2017 $184,784 25% $46,196 4 2017 2018 $314,951 25% $78,738 5 2018 2019 $374,518 25% $93,630 6 2019 2020 $438,175 25% $109,544 7 2020 2021 $580,145 25% $145,036 8 2021 2022 $1,040,407 25% $260,102 9 2022 2023 $1,233,515 25% $308,379 10 2023 2024 $1,454,506 25% $363,627 11 2024 2025 $1,597,974 25% $399,493 12 2025 2026 $1,675,734 25% $418,934 13 2026 2027 $1,694,744 25% $423,686 14 2027 2028 $1,779,541 25% $444,885 15 2028 2029 $1,715,695 25% $428,924 16 2029 2030 $1,732,852 25% $433,213 17 2030 2031 $1,750,181 25% $437,545 18 2031 2032 $1,767,682 25% $441,921 19 2032 2033 $1,785,359 25% $446,340 20 2033 2034 $1,803,213 25% $450,803 21 2034 2035 $1,821,245 25% $455,311 22 2035 2036 $1,839,457 25% $459,864 23 2036 2037 $1,857,852 25% $464,463 24 2037 2038 $1,876,431 25% $469,108 25 2038 2039 $1,895,195 25% $473,799 26 2039 2040 $1,914,147 0% $0 27 2040 2041 $1,933,288 0% $0 28 2041 2042 $1,952,621 0% $0 29 21742 2043 $1;972 X47 0% $0 30 2043 2044 $1,991,869 0% $0 31 2044 2045 $2,011,788 0% $0 32 2045 2046 $2,031,905 0% $0 33 2046 2047 $2,052,224 0% $0 34 2047 2048 $2,072,747 0% $0 35 2048 2049 $2,093,474 0% $0 36 2049 2050 $2,114,409 0% $0 37 2050 2051 $2,135,553 0% $0 38 2051 2052 $2,156,909 0% $0 39 2052 2053 $2,178,478 0% $0 40 2053 2054 $2,200,262 0% $0 Total for Years 1-40 $63,046,069 $8,058,562 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 24 O o N m L- o �° E m U- p U N 9. m $ NN c W 0 :.i c m o a W o m m a N m a m L'cu o m c a m o (p X T A.) m a� �j c c m n E N p m U N cu O LL C] X E� a ; m Q 06 xd F E o 0 o fL W L L E m N m N C N c a 0 m N a O c a d c N E o x L E 'T o 0 0 d �U d aoi E� � mvm CL na w x o c c w u) Ea w EQ O U> n°o.m Q d L = O v m L O 0 O o _ c 0. a°' dcEoom�3 �o E W,or O a c O w S N L m > n N O (� n cc E LL _1 N N +N+ oo `-E n~i acinic = a w o a o c aw E� o r a U m o F m Ud 4.1 w n (n C � �•N m .ao T o. 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N N N N N N N N N N N M m M M m M m m m m R R R R R R R R R m N m N U— o d o o 0 o 0 0 o O o O c o o 0 o o O c o o o O o O o o 0 o 0 o o o o o o o o o 0 0 o > J C J N N a H N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C 0 C 0 m<F-< o 0 �a v p J C O O O O O O O O O O O O O O O O O O O O o O 0 o O 0 O 0 0 0 O o 0 0 0 0 0 o O o 0 (0 Z a N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N T Q � `o NMR(OmAWmO�'�"mAWmO NNNNNNNNM NMR00000Oo H} m mo « « « N N N N N N N N N N m m m m Il m m m M m R � cc m c IL M U N O 0- Appendix A: Road Improvement Details ENGINEER'S OPINION OF PROBABLE COST, PREPARED BY JBI PARTNERS, INC. ON NOV. 14, 2012 NORTHWEST CORNER OF US380 AND DNT, PROSPER, TEXAS JBI PROJECT NO. ATH003 Appendix cost estimates are approximate. Schedule 3 cost subtotals take precedence. K2 MIDDLE TOLLWAY CROSSING (160' RIGHT OF WAY) Capital Imps. Prograrn N1 WESTSIDE TOLLWAY SERVICE DRIVE (SOUTH) Public Capital Imps. Program Enhancement 1 Units I Cost I Quantity Total I Length of Street Segment LF Total 420 2,700 1 Erosion control measures 2 Excavation 3' in de th width of ROW 3 Drainage 4 10"-3600 PSI concrete street pavement 37' BB STA_ CY LF Si-- $400.00 $2.75 $300.00 $65.00 4 7,4671 420', 3,453; $1,680.00' $20,534 $126,000 $224,445 5 8" HMAC base material SY $40.00 3,453 $138,120 6 12" 661bs.fs lime stabilized su rade SY $5.50 3,640 $20,020 7 H drated lime material TN $175,00 120 $21,000 8 Barrier free rams EA $1,250.00 8 $10,000 9 Street signs EA $650.00 4 $2,600 10 6' wide concrete sidewalk SF $4.00 5,040 $20,160 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 12 Testing SY $0.90 3,6401 $3,276 131 Payment,_ performance & maintenance bonds 141 Shade tree with 4'x4' metal grate (30' on center e.$) d LS EA 3.000o $1,200.00 1 0 $17,635 $0 TOTAL COST OF K2 MIDDLE TOLLWAY CROSSING 0 $0 1es ing $605,470 N1 WESTSIDE TOLLWAY SERVICE DRIVE (SOUTH) Public Capital Imps. Program Enhancement Public N2 WESTSIDE TOLLWAY SERVICE DRIVE (NORTHI Capital Imps. Program Enhancement - I Units Cost I Quantity Total Quantity Total Len th of Street (LF) 2,700 1 Erosion control measures 2 Excavation 3' in depth width of ROW STA CY $400.00 $2.75 1 Erosion control measures 2 Excavation 3' in depth width of ROW 3 Drainage 4 10"-3600 PSI concrete street 2avement 37' BB STA CY LF SY $400.00 _ $2.7-5-27,006]- $100.00 1 $65.00 27 2,700 11,831 $10,800.00 $74,250 $270,000 $769,015 0 0 0 0 $0 $0 $0 $0 5 8" HMAC base material SY $40.00 11,831 $473,240 0 $0 6 12"(661 s./slime stabilized sub rade SY 1 $5.50 3,640 $20,020 0 $0 7 Hydrated lime imatedal TN $175.00 412 $72,100 0 $0 8 Barrier free rams 9 Street signs 10 6' wide concrete sidewalk EA EA SF $1,250.00 $650.00 $4.00 0 0 0 $0 $0 $0 2 $2,500 3 $1,950 32,400 $129,600 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 0 $0 1es ing SY $0.90 3,6401 $3,276 0 $0 13 F' yment, perfomranee & maintenance bonds 0 $548.03 1 $54,803 0 $0 141 Shade tree with 4'x4' metal grate (30' on center e.s.) I EA 1 $1,200.00 1 01 $0 0 $0 TOTAL COST OF N1 WESTSIDE TOLLWAY SERVICE DR. $3,276 0 $1,747,504 131 Payment, performance & maintenance bonds $134,050 Public N2 WESTSIDE TOLLWAY SERVICE DRIVE (NORTHI Capital Imps. Program Enhancement - JJnitc -Cost- I -Quanti . ----T^UI- -Quanti ---Total-- --Tetal--Lent Length th of Street LF 2,155 1 Erosion control measures 2 Excavation 3' in depth width of ROW STA CY $400.00 $2.75 22; 21,550 $8,620.00 $59,263 0 0 $0 $0 3 Drainage LF $100.00 2,155 $215,500 0 $0 4 10"-3600 PSI concrete street pavement 37' B -B SY $65.00 10,990 $714,350 0 $0 5 8" HMAC base material SY $40.00 10,990 $439,600 0 $0 6 12" 66lbs./s lime stabilized sub rade SY $5.50 3,640 $20,020 0 $0 7 H drated lime material TN $175.00 382 $66,850 0 $0 8 Barrier free rams EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 3 $1,950 10 6' wide concrete sidewalk SF $4.00 0 $0 25,860 $103,440 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 0 $0 12 Testing SY $0.901 $3,276 0 $0 131 Payment, performance & maintenance bonds $49,136 1 _3,640 1 $49,136 0 $0 14 Shade tree with 4'x4' metal grate (30' on center e.$) I EA $1,200.00 1 0 $0 0 $0 TOTAL COST OF N2 WESTSIDE TOLLWAY SERVICE DR. $1,576,615 $110,390 Public Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 30 Appendix A: Road Improvement Details K3 EASTIWEST (4 LANES 90' RIGHT OF WAY) LOVERS LANE Capital Imps. Proqram Enhancement 2 - 25' B -B with median i Units Cost Quantity i Total Quantity Total Length of Street Segment LF 1,110 1 Erosion control measures STA 1 $400.00 11 $4,440.00 0 $0 2 Excavation 2' in depth width of ROW CY $2.75 7,4001 $20,350 0 $0 3 Drainage LF $200.00 1,1101 $222,000 0 $0 4 8"-3600 PSI concrete street pavement SY $48.00 7,6271 $366,096 0 $0 5 6"(331b ./slime stabilized sub rade SY $2.75 8,2371 $22,652 0 $0 6 Hydrated lime material TN $175.00 136 $23,800 0 $0 7 Barrier free rams EA $1,250.00 0 $0 0 $0 8 Street signs EA $650.00 0 $0 2 $1,300 9 6' wide concrete sidewalk SF $4.00 0 $0 13,320 $53,280 10 Additional concrete sidewalk for total of 12' each side 11 Testing 12 Payment, performance & maintenance bonds 131 Shade tree with 4'x4' metal grate 30' on center e.s.) SF SY LS 1 EA $4.00 $0.90_ $21,640.00 $1.200.00 1 0 8,237 11 0 $0 $7,413 $21,640 $01 0 0 0 0 $0 $0 $0 $0 TOTAL COST OF "K3" AT LOVERS LANE $1,200.00 0 $0 $688,3911-$54,580 $0 SUBTOTAL Public K4 EAST/WEST (4 LANES 90' RIGHT OF WAY) LOVERS LANE Capital Imps. Program Enhancement 2 - 25' B -B with median Units I Cost I Quantity Total Quantity ! Total Length of Street Segment LF _ 450 1 Erosion control measures 2 Excavation ( 2' in depth width of ROW) STA CY $400.00 $2.75 5 3,000 $1,800.00 $8,250 0 0 0 0 $0 $0 _ 3 Drainage LF $300.00 450 $135,000 $0 4.8"-3600 PSI concrete street pavement SY $48.00 3,495 $167,760 $0 5J 6" (33lbs./s lime stabilized sub rade SY $2.75 3,7751 $10,381 0 $0 _61 Hydrated lime material TN $175.00 62 $10,850 0 $0 71 Barrier free rams EA $1,250.00 0 $0 0 $0 8] Street signs EA $650.00 0 $0 1 $650 $0 wide concrete sidewalk SF $4.00 0 $0 5,400 $21,600 _916' 101 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 0 0 $0 11 Testing SY $0.90 3,775 $3,398 $0 12 Payment, performance & maintenance bonds $10,791.00 1 $10,791 0 $0 131 Shade tree with 4'x4' metal grate (30' on center e.s.) EA $1,200.00 0 $0 0 $0 SUBTOTAL $348,230 22,250 Public K5 EAST/WEST 4 LANES 90' RIGHT OF WAY) LOVERS LANE Capital Imps. Program Enhancement 2 - 25' B -B with median Unitsl Cost i Quantity Total Quantity Total Length of Street Segment LF 900 1 Erosion control measures 2 Excavation 2' in depth width of ROW STA CY $400.00 $2.75 9 $3,600.00'i 6,000 $16,500 900 $90,000 6.663„ $319,824 _7_,196; $19;-7$9 119" $20,825 0 0 0 0 -() 0 $0 _ $0 3 Drainage LF $100.00 4 8"-3600 PSI concrete street pavement SY $48.00 - 5.6" 331bs:ls lime-stabilized-su rade- - SY $2.75 _ $0 $0 $0 6 Hydrated lime material TN $175.00 7 Barrier free rams EA $1,250.00 0; $0 0 1 $0 $650 8 Street signs EA $650.00 0 $0 6wide concrete sidewalk SF $4.00 0 $0 10,800 $43,200 _9 10 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 0 $0 11 .est 12 Payment, performance & maintenance bonds SY $0.90 $15,6.00 26 7,196 $6,476 0 0 $0 1 $15,626 $0 13 Shade tree with 4'x4' metal grate (30' on center e.s.) EA $1,200.00 -0 $0 0 $0 SUBTOTAL T492,640[_$43,850 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 31 Appendix A: Road Improvement Details K6 EAST/WEST (4 LANES 90' RIGHT OF WAY) LOVERS LANE Capital Imps. Program 2 - 25'113-113 with median Units Cost Quanti Total_ Len th of Street Segment JLF 1,980 1 Erosion control measures 2 Excavation 2' in de th width of ROW 3 Drainage STA CY LF $400.00 $2.75 $200.00 20 13,200 1,980 $7,920.00 $36,300 $396,000 4 8"-3600 PSI concrete street pavement SY $48.00 10,972 $526,656 5 6" 33lbs./s lime stabilized sub rade SY $2.75 11,850 $32,588 6 Hydrated lime material TN $175.00 196 $34,300 7 Barrier free rams EA 1 $1,250.00 0 $0 8 Street signs EA $650.00 2 $1,300 9 6' wide concrete sidewalk SF $4.00 23,7601 $95,040 10 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 11 Testing SY $0.90 11,850 $10,665 12 Payment, perfarmanoe & maintenance. bonds LS 3.00% 1 $34,223 131 Shade tree with 4'x4' metal qrate (30' on center e.s.) EA $1,200.00 0 ` $0 SUBTOTAL LS 3.00% 1 $1,174,992 K7 NORTHISOUTH (4 LANES 90' RIGHT OF WAY) LOVERS LANE Capital Imps. Proqram 2 - 25' B -B with median 1 Units! Cost I Quanti i Total Lencith of Street Segment LF 1,920 1 Erosion control measures 2 Excavation 2' in depth width of ROW 3 Drainage STA CY LF $400.00 $2.75 $100.00 191 $7,680.00 12,800[$35,200 1,920` $192,000 4 8"-3600 PSI concrete street pavement SY $48.00 11,108 $533,184 5 6" 33tbs.ls lune stabilized suh ade SY $2.75 11,997 $32,992 6 Hydrated lime material TN $175.00 198 $34,650 7 Barrier free rams EA $1,250.00 0 $0 8 Street signs EA $650.00 2 $1,300 9 6' wide concrete sidewalk SF $4.00 23,040 $92,160 10 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 11 Testing 12 Payment, performance & maintenance bonds SY LS $0.90 3.00°X 11,997 1 $10,797 $28,199 131 Shade tree with 4'x4' metal grate 30' on center e.s.l I EA $1,2.0.0.00 0 $0 SUBTOTAL 11 Testing SY $0.90 $968,162 TOTAL COST OF K3, K4, K5, & K7 $2.497,4231 $120,680 J3 Capital Imps. Proqram 2 - 25' B -B with median j Units! Cost Quantity ! Total Len th of Streat Segment LF 860 1 Erosion control measures STA $400.00 9 $3,440.00 2 Excavation 2' in depth width of ROW CY $2.75 5,733 $15,767 3 Ar $300 258,000 4 8"-3600 PSI concrete street pavement 37' B -B) SY $48.00 5,945 $285,360 5 6"(331b ./slime stabilized sub rade SY $2.75 6,421 $17,658 6 H drated lime material TN $175.00 106 $18,550 7 Barrier free rams EA $1,250.00 2 $2,500 8 Street signs EA $650.00 2 $1,300 9 6' wide concrete sidewalk SF $4.00 10,320 $41,280 10 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 11 Testing SY $0.90 6,421 $5,779 121 Payment, performance & maintenance bonds LS 3.00% 1 $19,489 131 Shade tree with 4'x4' metal grate 30' on center e.s. EA $1,200.00 0 $0 SUBTOTAL $669122 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 32 Appendix A: Road Improvement Details J4 Capital Imps. Program 2 - 25'13-13 with median Units Cost Quantity I Total Len th of Street Segment LF Total 850 380 1 Erosion control measures STA $400.00 9 $3,400.00 2 Excavation 2' in depth width of ROW CY $2.75 5.667 $15,583 3:Draina a LF $300.00 850 $255,000 4 8"-3600 PSI concrete street pavement 37' B -B) SY $48.00 5,982 $287,136 5 6" 33lbs./s lime stabilized sub rade SY $2.75 6,461 $17,768 6 Hydrated lime material TN $175.00 107 $18,725 7 Barrier free rams EA $1,250.00 0 $0 8 Street signs EA $650.00 2 $1,300 9 6' wide concrete sidewalk SF $4.00 10,200 $40,800 16 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 11 Testing SY $0.90 6,461 $5,815 121 Payment, performance & maintenance bonds LS 3.000/0 1 $19,366 13 Shade tree with 4'x4' metal rate (30' on center e.s. EA $1,200.00 01 $0 SUBTOTAL $4.00 0 $0 $664,893 J5 Capital Imps, Program Segment J5 Units Cost Quantity Total Length of Street Segment LF Total 1,100 380 1 Erosion control measures STA $400.00 11 $4,440.00 2 Excavation 2' in de th width of ROW CY $2.75 7,400 $20,350 3 Drainage LF $200.00 1,110 $222,000 4 8"-3600 PSI concrete street pavement 37' B -B) SY $48.00 6,334 $304,032 5 6" 33lbs./s lime stabilized sub rade SY $2.75 6,841 $18,813 61 Hydrated lime material TN $175.00 113 $19,775 71 Barrier free rams EA $1,250.00 0 $0 8 Street signs EA $650.00 3 $1,950 9 6' wide concrete sidewalk SF $4.00 13,320' $53,280 10 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 11 Testing SY $0.90 6,8411 $6,157 12 Payment, performance & maintenance bonds LS 3.000/c 1 $19,524 13 Shade tree with 4'x4' metal grate 30' on center e.s. EA$1,20000 0 0 $0 SUBTOTAL $4.00 0 $0 $670,321 TOTAL COST OF STREET "J" $2,004,336 Public STREET " A" Public Enhancement Street"A5" I Unitsi Cost I Quantity Total J Quantity Total Len th of Street Segment LF 380 2-25'13-13 2-25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW STA CY $400.00 $2.75 4 2,449` _$1,520.00 $6,735 0 0 $0 $0 ^3 Drainage Lt=- 1.00,00---380 8,000 0 4 8"-3600 PSI concrete street pavement SY $48.00 2,060 $98,880 0 $0 5 6"-3600 PSI cont. parking SY $40.00 0 $0 0 $0 6 6"(331b ./slime stabilized sub rade SY $2.75 1 2,225 $6,119 0 $0 7 H drated lime material TN $175.00 37 $6,475 0 $0 8 Barrier free rams EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 4,560 $18,240 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 4,560 $18,240 12 Testin SY 1 $0.90 2,225 $2,003 0 $0 131 Payment, performance & maintenance bonds LS 1 3.009X 1 $5,339 1 $736 141 Shade tree with 4'x4' metal grate 30' on center e.s. EA 1 $1,200.00 01 26 $31,200 SUBTOTAL I I $183,310 $56,476 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 33 Appendix A: Road Improvement Details Public Public Enhancement Street "A4" , Units I Cost Quantity . Total I QuantlV i Total Length of Street Segment L 585 2-25' B -B 2-25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW STA CY $400.00 $2.75 6 5,503 $2,340.00 $15,134 0 0 $0 $0 3 Drainage LF $100.00 585 $58,500 0 $0 4 8"-3600 PSI concrete street pavement SY $48.00 3,250 $156,000 0 $0 5 W-3600 PSI conn parking SY $40.00 2,611 $104,440 0 $0 6 6" 331bs./s lime stabilized sub rade SY $2.75 6,330 $17,408 0 $0 7 Hydrated lime material TN $175.00 104 $18,200 0 $0 8 Barrier free rams EA $1,250.00 0 $0 8 $10,000 9 Street si ns EA $650.00 0 $0 4 $2,600 10 6' wide concrete sidewalk SF $4.00 7,020 $28,080 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 7,020 $28,080 Testin SY $0.90 6,330 $5,697 0 $0 Pa ment, erformance & maintenance bonds A14Shade tree with 4'x4' metal grate 30' on center e.s.) LS EA 3.00% $1,200.00 1 0 $12,174 $0 1 40 $1,22 $48,000 SUBTOTAL I P $417,9731 $640 $89,900 Street "AT' _ _ Circle "AT' I Units Cost Quantity Total Quanti Total 360 2-25' B -B 2-25' B -B 25' B -B 25' B -B $400.00 $2.75 Circumference Circle/Length of Street(LF) $1,440.00 $9,313 0 0 487 3 Drainage _ 4 8"-3600 PSI concrete street pavement 5 6"-3600 PSI conc. parking 487 200.00 $48.00 $40.00 1 2 3l Erosion control measures Excavation ( 2' -in depth width of ROW) Drainage STA CY LF $400.00 $2.75 $100.00 5 1,804 487 SY $1,948.00 0 $0 $4,960 0 $0 $48,700 0 $0 4 8"-3600 PSI concrete street pavement SY $48.00 1,412 8 Barrier free rams $67,776 0 $0 5 600 PSI conc. parkin SY $40.00 0 $650.00 $0 0 $0 6 71 6"(331lbs-Lsp lime stabilized sub rade Hydrated lime material SY TN $2.75 $175.00 1,524 25 $17,280 $4,191 $4,375 0 0 $0 $0 8 Barrier free rams EA $1,250.00 0 4,320 $0 0 $0 9 Street signs EA 1 $650.00 0 $0 $0 0 $0 10 6' wide concrete sidewalk SF $4.00 5,334 14 Shade tree with 4'x4' metal rate 30' on center e.s. $21,336 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 $1,372 5,334 0 $21,336 $0 12 Testing SY $0.90 1,524 13 Payment, performance & maintenance bonds 141 Shade tree with 4'x4' metal grate 30' on center e.s. LS EA 3.00% $1,200.00 1 0 $4,640 1 $640 $0 27 $32,400 SUBTOTAL $159,298 $54,376 Street "AT' _ _ Units I_ Cost I Quantity 1 Total I Quanti Total Length of Street Segment LF 360 2-25' B -B 2-25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW _STA CY $400.00 $2.75 4 3,387 $1,440.00 $9,313 0 0 $0 $0 3 Drainage _ 4 8"-3600 PSI concrete street pavement 5 6"-3600 PSI conc. parking LF SY 200.00 $48.00 $40.00 60 2,000 1,157 $72 000 $96,000 $46,280 0 0 0 $0 $0 6 6" 33lbs./s lime stabilized subgrade SY $2.75 3,410 $9,378 0 $0 7 Hydrated lime material TN $175.00 56 $9,800 0 $0 8 Barrier free rams EA $1,250.00 0 $0 8 $10,000 9 Street signs EA $650.00 0 $0 4 $2,600 10 6wide concrete sidewalk SF $4.00 4,320 $17,280 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 4,320 $17,280 1es ing SY $0.90 3,410 $3,069 _ 0 $0 131 Payment, performance & maintenance bonds LS 3.00% 1$7,937 1 $896 14 Shade tree with 4'x4' metal rate 30' on center e.s. EA $1,200.00 0 $0 18 _ $21.600 SUBTOTAL 1 1 $272,4971 $52,376 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 34 Appendix A: Road Improvement Details Public Public Enhancement !Street "A2" Units Cost Quanti I Total Quantity Total Length of Street Segment LF 430 2-25' B -B 2-25' B -B 1 Erosion control measures 2 Excavation (2' in depth width of ROW) STA CY $400.00 $2.75 41 4,0451 $1,720.00 $11,124 0 $0 0 $0 3 Drainage LF $200.00 430 $86,000 0 $0 4 8"-3600 PSI concrete street pavement SY $48.00 2.3891 $114,672 0 $0 5 6"-3600 PSI cont. parking SY $40.00 1,358 $54,320 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 4,047 $11,129 0 $0 7 Hydrated lime material TN $175.00 67 $11,725 0 $0 8 Barrier free rams EA $1,250.00 0 $0 2 $2,500 9 Street signs EA $650.00 0 $0 1 $650, 10 6' wide concrete sidewalk SF $4.001 5,160 $20,640 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 5,160 $20,640 12 Testing 131 Payment, performance & maintenance bonds 14 Shade tree with 4'x4' metal grate (30' on center e.$) SY I LS EA $0.90 3.00% $1,200.00 4,0471 1 0 _ $3,642 $9,449 $0 0 $0 1 $714 28 $33,600 SUBTOTAL 0 $0 1 $324,4221 20 $58,104 !Circle "A1" I Unitsl Cost ! Quantity I Total I Quantity Total Circumference of Circle LF 960 26B -B 25' B -B Circumference Circle/Length of Street LF 1 Erosion control measures 2 Excavation 2' in depth width of ROW) ---3 Drainage-- 393 $400.00 10 $2.75 3,911[ $900,00. �y°60 393 3 8"-3600 PSI concrete street pavement 11 Erosion control measures 2 Excavation ( 2' in depth width of ROW STA CY $400.00 $2.75 4 1,456 $1,572.00 $4,003 0 $0 01 $0 3 Draina a LF $100.00 393 $39,300 0 $0 4 8"-3600 PSI concrete street pavement SY $48.00 948 $45,504 0 $0 5 6"-3600 PSI cont. parking SY $40.00 0 $0 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2,75 1,024 $2,816 0 $0 7 Hydrated lime material TN $175.00 17 $2,975 0 $0 8 Barrier free rams EA $1,250.00 0 $0 0 $0 9 Street si ns EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 4_,206 $16,824 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 4,206 $16,824 12 Testing 13 Payment, performance & maintenance bonds 14 Shade tree with 4'x4' metal grate (30' on center e.s.) SY LS 1 EA 1 $0.90 .00% $1,200.00 1,024 1 0 $922 $3,417 $0 0 $0 1 $544 20 $24,000 SUBTOTAL 117,333 $!2,668 Street "Al" Units I Cost Quantity! Total I Quanti Total [Length of Street Segment LF 960 1 Erosion control measures 2 Excavation 2' in depth width of ROW) ---3 Drainage-- STA CY I-1 F $400.00 10 $2.75 3,911[ $900,00. �y°60 $3,840.00 0 $0 $10,755 0 $0 ,000 0. Q0 3 8"-3600 PSI concrete street pavement SY $48.00 1,387 $66,576 0 $0 4 6"-3600 PSI cont. parking SY $40.00 1,810 $72,400 0 $0 4 6"(331bs./s lime stabilized sub rade SY $2.75 3,452 $9,493 0 $0 51 H rated lime material TN $175.00 57 $9,975 0 $0 5 Barrier free rams EA $1,250.00 0 $0 8 $10,000 6 Street signs EA $650.00 0 $0 4 $2,600 6 6' wide concrete sidewalk _ 7 Additional concrete sidewalk for total of 12' each side SF SF $4.00 $4.00 11,520 0 $46,080 $0 0 11,520 $0 $46,080 7 Testing 8 Payment, performance & maintenance bonds 8 Shade tree with 4'x4' metal rate 30' on center e.s.) SY LS EA $0.90 3.00% $1,200.00 3,452 _ 1 0 $3,107 $9_,54_7 $0 0 1 _ 64 $0 $1,760 $76,800 SUBTOTAL I $327,773 $137,240 TOTAL COST OF STREET " A" $1,802,605 $491,141 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 35 Appendix A: Road Improvement Details Public STREET "B" Public Enhancement Street "B-4" I Unitsl Cost I Quantity Total I Quanti Total Length of Street Segment LF Circumference of Circle LF 400 25' B -B 25' B -B 1 Erosion control measures 2 Excavation -(Z in depth width of ROW STA CY $400.00 $2.75 4 3,763 $1,600.00 $10,348 0 0 $0 $0 3 Draina e LF $200.00 400 $80,000 0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 1,111 $46,667 0 $0 5 6"-3600 PSI cone. parkingSY 5 6"-3600 PSI conc. parking $40.00 1,173 $46,920 0 $0 6 6"(331b ./slime stabilized sub rade SY $2.75 2,467 $6,784 0 $0 7 H drated lime material TN $175.00 41 $7,175 0 $0 8 Barrier free rams EA $1,250.00 1 0 $0 2 $2,500 9 Street signs EA $650.00 1 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 4,800 $19,200 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 4,800 $19,200 12 Testing SY $0.90 2,467 $2,220 0 $0 13 Payment, performance & maintenance bonds 14! Shade tree with 4'x4' metal grate 30' on center e.s. LS EA 3.00% $1,200.00 1 0 $6,627 $0 1 27 $690' $32.400 TOTAL COST OF STREET" 8-4" TOTAL COST OF CIRCLE " B1 $1,200.00 1 $227,5421 $153,6811 $56.090 CIRCLE "131" Circle "81" 1 Unitsl Cost I Quantity ! Total I Quant!i Total Circumference of Circle LF 850 25' B -B 25' B -B Circumference Circle/Length of Street LF STA -CY $400.00 $2:75- 518 0 518 3 Drainage 1 Erosion control measures 2 Excavation 2' in depth width of ROW) 3 Drainage STA CY LF $400.00 $2.75 $100.00 5: 1,9191 518 $2,072.00 $5,276 $51,800 0 0 0 $0 $0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 1,372 $57,624 0 $0 5 6"-3600 PSI conc. parking SY $40.00 0 $0 0 $0 6 6"(331b ./slime stabilized sub rade SY $2.75 1,482 $4,076 0 $0 7 Hydrated lime material TN $175.00 24 $4,200 0 $0 81 Barrier free rams EA $1,250.00 0 $0 0 $0 9 Street signs EA $650.00 0 $0 0 $0 10 6' wide concrete sidewalk SF $4.00 5,7061 $22,824 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 10,200 5,706 $22,824 12 TestingSY $0.90 $0.90 1,482 0 0 $0 13 Payment, performance & maintenance bonds 14 Shade tree with 4'x4' metal rate (30' on center e.s.) LS EA 3.00% $1,200.00 1 0 q$4.476 1 28 $685 $33,600 TOTAL COST OF CIRCLE " B1 $1,200.00 0 I i $153,6811 j $57,109 I Street "13-1" 1 Units Cost Quantity Total QuantilL otal Length of Street Segment LF 850 25' B -B 25' B -B 1 Erosion control measures 2 Exeevatiarrr-2'in-de th widlh-of-ROW STA -CY $400.00 $2:75- 9 $3,400.00 5,604 X4 410 0 $0 3 Drainage LF $200.00 8501 $170,000 0 $0 4. 7"-3600 PSI concrete street pavement SY $42.00 2,3611 $99,162 0 _ $0 5 6"-3600 PSI conc. arkt SY $40.00 2,9291 $117,160 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 5,712 $15,708 0 $0 7 Hydrated lime material TN $175.00 94 $16,450 0 $0 8 Barrier free rams _ EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 10,200 $40,800 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 10,200 $40,800 12 Testin SY $0.90 5,712 $5,141 0 $0 131 Payment, performance & maintenance bonds LS 3.00% 1 $14,4971 1 $1,413 141 Shade tree with 4'x4' metal grate 30' on center e.s. EA 1 $1,200.00 0 $0 56 $67,200 SUBTOTAL 1 $497,7281 $115,713 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 36 Appendix A: Road Improvement Details Public Public Enhancement Street "B-2" Units I Cost Quantity Total I Quantity Total Length of Street Segment L Length of Street Segment LF 680 25' B -B 25' B -B 1 Erosion control measures STA $400.00 7 $2,720.00 0 $0 2 Excavation 2' in depth width of ROW CY $2.75 4,483 $12,328 0 $0 3 Drainage LF $100.00 680 $68,000 0 $0 3 7"-3600 PSI concrete street pavement SY $42.00 1,889 $79,338 0 $0 4 6"-3600 PSI conc. parking SY $40.00 2,337 $93,480 0 $0 5 6" (331bs.ls)j lime stabilized Lubgpde SY $2.75 4,654 $12,799 0 $0 6 Hydrated lime material TN $175.00 75 $13,125 0 $0 7 Barrier free rams EA $1,250.00 0 $0 2 $2,500 8 Street signs EA $400.00 0 $0 0 $0 9 6' wide concrete sidewalk SF $4.00 8,160 $32,640 0 $0 10 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 8,160 $32,640 11 Testing 12'Payment, performance & maintenance bonds SY LS $0.90 3.00% 4,654 1 _ $4,189 $9,5591 0 1 $0 $1,054 13 Shade tree with 4'x4' metal grate 30' on center e.s. EA $1.200.00 0 $01 43 $51.600 SUBTOTAL 14ade tree with 4'x4' metal grate 30' on center e.s. EA $1,200.00 1 $328,1771 $01 $87,794 STREET "B" Street "133" i Unitsi Cost Quantit y Total Quantity Total Length of Street Segment LF 410 25' B -B 25' B -B 1 Erosion control measures 2 Excavation ( 2' in depth width of ROW) STA CY $400.00 $2.75 4. 1,488 $1,640 $4,092 0 0 $0 $0 3 -Drainage LF $100.00 410 $41,000 0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 1,139 $47,838 0 $0 5 6-3600 PSI cone. parking SY $40.00 0 $0 0 $0 6 S" 33lbsis time stabilized sutyade SY $2.75 1,230 $3,383 0 $0 7 Hydrated lime material _ _ TN $175.00 20 $3,500 0 $0 8 Barrier free rams EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 1 $650 10 6' wide concrete sidewalk SF $4.00 4,920 $19,680 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $6 4,920 $19,680 12 Testing SY $0.90 1,230 $1,107 0 $0 131 Payment, performance & maintenance bonds 141 Shade tree with 4'x4' metal grate 30' on center e -s.) LS I EA 1 3.000/c $1,200.00 10 1 1 $3,667 $01 1 27 _ $760 $32,400 SUBTOTAL I I 1 1 $125,9071 1 $58,490 TOTAL COST OF STREET" B" $1,333,035 $375.196 STREET "C2" Street "C2" Units I Cost Quantity Total I Quantity Total Lenth of Street Segment LF 520 2 -25' 13-132 - 25' B -B 1 Erosion control measures STA $400.00 5' $2,080.00 0 $0 2 Excavation ( 2' in depth width of ROW) CY $2.75 3,428; $9,427 0 $0 3 Drainage LF $300.00 520 $156,000 0 $0 4 8"-3600 PSI concrete street pavement SY $48.00 1,4441 $69,312 0 $0 5 6"-3600 PSI conc. parking SY $40.00 1,561 $62,440 0 $0 6 6"(331b ./slime stabilized sub rade SY $2.75 1,560 $4,289 0 $0 7 Hydrated lime material TN $175.00 48 $8,400 0 $0 8 Barrier free rams EA $1,250.00 0 $0 2 $2,500 9 Street signs EA $650.00 0 $0 1 $650 10 6' wide concrete sidewalk SF $4.00 6,240 $24,960 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 6,240 $24,960 12pTesting_SY $0.90 1,560 $1,404 0 $0 13 ment, erformance &maintenance bonds LS 3.00% 1 $10,149 1 $843 14ade tree with 4'x4' metal grate 30' on center e.s. EA $1,200.00 1 01 $01 35 $41,600 TOTAL COST OF STREET" C2" $348,461 '$70,553 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 37 Appendix A: Road Improvement Details Public STREET "D1" Public Enhancement IStreet "D1" IUnits I Cost Quantity Total I Quantity I Total I Length of Street Se Tent LF 400 25' B -B 25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW STA$400.00 CY $2.75 41 2,637 $1,600.00 $7,252 0 0 $0 $0 3 Drainage LF $300.00 400 $120,000 0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 1,111 $46,662 0 $0 5 6"-3600 PSI conc. parking SY $40.00 1,082 $43,280 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 2,368 $6,512 0 $0 7 Hydrated lime material TN $175.00 39 $6,825 0 $0 8 Barrier free rams EA $1,250.00 0 $0 4 $5,000 9 Street si ns EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 4,800 $19,200 0 $0 11 Additional concrete sidewalk for total of 12' each side 12 Testing 131 a meat, performance & maintenance bonds 14 Shade tree with 4'x4' metal rate (30' on center e.s ) SF SY LS EA $4.00 $0.90 3.00% $1,200.00 0 2,3681 1 01 $0 $2,131 $7,604 $0 4,800 0 1 26 $19,200' $0 $765 $31,200 TOTAL COST OF STREET" D1" I l 1 ! $261,066 2,400 $57 465 STREET"D2" Street "D2" Unitsl Cost Quantity i Total Quanti ! Total Len th of Stroet Se ment LF 340 25' B -B 25'13-13 1 Erosion control measures 2 Excavation 2' in depth width of ROW 3 Drainage STA CY LF $400.00 $2.75 $200.00 31 2.2411 340 $1,360.00 $6,164 $68,000 0 0 0 $0 $0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 944 $39,648 0 $0 5 6"-3600 PSI conc. parking SY $40.00 1,225 $49,000 0 $0 6 6" 331bs./s lime stabilized sub rade SY $2.75 2,343 $6,443 0 $0 7 Hydrated lime material TN 1 $175.00 39 $6,825 0 $0 8 Barrier free ramps EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk 11 Additional concrete sidewalk for total of 12' each side 1estin 13 Payment, performance & maintenance bonds 14 Shade tree with 4'x4' metal grate (30' on center e.s.) SF SF SY LS I EA $4.00 $4.00 $0.90 3.OM/ $1,200.00 _ 4,080 0 2,343 1 0 _ $16,320 $0 $2,109 $5,876 $01 0 4,080 0 1 24 1 $0 $16,320 _ $0 $679 $28,800 TOTAL COST OF STREET " D2" l $650.00 1 $201,7451 1 $52,099 STREET "133" IStreet "D3" Unitsl Cost I Quantity I Total I Quanti Total Length of Street Segment LF 200 25' B -B 25' B -B 1 Erosion control measures STA $400.00 2 $800.00 0 $0 Excavation-(-2'-in deptWwidth of -ROW-) - CY -!Z76• 726,X996 -------- $0 3 Drainage LF $200.00 200 $40.000 0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 761 $31,962 0 $0 5 6"-3600 PSI conc.parking_SY $40.00 0 $0 0 $0 6 V'L:�31bs.Lsyj lime stabilized sub Lade $2.75 822 $2,261 0 $0 7 Hydrated lime material _SY TN $175.00 14 $2,450 0 $0 8 Barrier free rams EA $1,250.00 0 $0 2 $2,500 9 Street signs EA $650.00 0 $0 1 $650 10 6' wide concrete sidewalk SF $4.00 2,400 $9,600 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 2,400 $9,600 12 Testing SY $0.90 822 $740 0 $0 13 Payment, performance & maintenance bonds LS 3.00% 1 $2,694 1 $383 14 Shade tree with 4'x4' metal grate (30' on center e.s.) EAl 0 $0 12 $14,400 TOTAL COST OF STREET " D3" ! I 1 1 $92,5031 $27,533 TOTAL COST OF STREET" D" $555,314 77 $137,096 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 38 Appendix A: Road Improvement Details Public STREET "E7" Public Enhancement Street " El I Unitsl Cost I Quantity ! Total Quantit y 1 Total Length of Street Segment (LF) 440 25' B-8 25' B -B 1 Erosion control measures 2 Excavation ( 2' in depth width of ROW STA CY $400.00 $2.75 4 2,770 $1,760.00 $7,619 0 0 $0 $0 3 Draina a LF $100.00 440 $44,000 0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 1,222 $51,324 0 $0 5 6"-3600 PSI conc. parking SY $40.00 1,382 $55,280 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 2,,812 $7,733 0 $0 7 Hydrated lime material TN $175.00 46 $8,050 0 $0 8 Barrier free rams EA $1,250.00 0 $0 6 $7,500 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' Wde concrete sidewalk SF $4.00 5,280 $21,120 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 5,280 $21,120 12 Testing SY 1 $0.30 2,8121 $2,531 0 $0 131 Payment, performance & maintenance bonds LS 1 3.000/0 1 $5,982 1 $898 141 Shade tree with 4'x4' metal grate 30' on center e.s.) EA 1 $1,200.00 0 $0 35 $42,000 SUBTOTAL I 1 1 $205,3991$72,818 $56,971 Street "E 2" 1 Units Cost I Quantity I Total Quanti Total Len th of Street Segment LF 390 25' B -B 25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW STA CY $400.00 $2.75 4 2,571 1 $1,560.00 $7,071 0 0 $0 $0 3 Drainage LF $100.00 390 $39,000 0 $0 4 7"-3600 PSI concrete street 2avement SY $42.00 1,083 $45,486 0 $0 5 6"-3600 PSI conc. parkin SY $40.00 1,358 $54,320 0 $0 6 6"(331b ./slime stabilized sub rade SY $2.75 2,637 $7,252 0 $0 7 Hydrated lime material TN $175.00 44 $7,700 0 $0 8 Barrier free rams EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 4,680 $18,720 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 4,680 $18,720 12 Testing SY $0.90 2,637 $2,373 0 $0 131 Payment, performance & maintenance bonds 1LS 3.00% 1 $5,504 1 $751 141 Shade tree with 4'x4' metal rate 30' on center e.s. EA 1 $1,200.00 0 $01 26 $31,200 SUBTOTAL I 1 $188,9861 $56,971 STREET "E3" IStreet "ET' Unitsl Cost I Quantity I Total Quantity i Total Length of Street Segment LF 200 25' B -B 25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW) 3 QMjWge STA_ CY LF $400.00 $2.75 $100.00 2 725 ` 200 $800.00 $1,994 K 0 0 $0 $0 .50 4 7"-3600 PSI concrete street pavement SY $42.00 761 $31,962 0 $0 5 6"-3600 PSI conc. parking SY $40.00 0 $0 0 $0 6 6"(331b ./slime stabilized sub rade SY $2.75 822 $2,261 0 $0 7 Hydrated lime material TN $175.00 14 $2,450 0 $0 8 Barrier free rams EA $1,250.00 0 $0 2 $2,500 9 Street signs EA $650.00 0 $0 1 $650 10 6' wide concrete sidewalk SF $4.00 2,400 $9,600 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 2,400 $9,600 12 Testing SY $0.90 822 $740 0 $0 131 Payment, performance & maintenance bonds LS 3.00% 1 $2,094 1 $383 14 Shade tree with 4'x4' metal grate 30' on center e.s. EA 1 $1.200. 001 0 $01 13 $15,600 SUBTOTAL I 1 1 $71,9001 1 $28,733 TOTAL COST OF STREET " E" $456,285 $158 521 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 39 Appendix A: Road Improvement Details Public STREET " ll" Public Enhancement Street "F3" Units Cost 7-duantity ! Total I Quantity Total Len g th of Street S eg ment LF 190 26' B -a 25' B•B 1 Erosion control measures 2 Excavation 2' in depth width of ROW STA CY $400.00 $2.75 2 690 $760.00 $1,896 0 0 $0 $0 3 Drainage LF $100.00 190 $19,000 01 $0 4 7"-3600 PSI concrete street pavement SY $42.00 698 $29,316 _ 0 $0 5 6"-3600 PSI conc. parking SY $40.00 0 $0 0 I $0 6 6"(331b ./slime stabilized sub rade SY $2.75 754 $2,074 0 $0 71 Hydrated lime material TN $175.00 12 $2,100 0 $0 8 Barrier free rams EA $1,250.00 0 $0 2 $2,500 9 Street signs EA $650.00 0 $0 1 $650 10 6' wide concrete sidewalk SF $4.00 2,280 $9,120 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 2,280 $9,120 12 Testing SY $0.90 754 $679 0 $0 13 Payment, performance & maintenance bonds LS 3.00% 1 $1,948 1 $368 14J Shade tree with 4'x4' metal grate (30' on center e.s.) EA $1,200.00 0 $0 12 $14,400 SUBTOTAL F $66,893 1 $27,038 Street"F2" Units Cost Quantity Total I Quanti Total Length of Street Segment (LF) 300 25' B -B 25' B -B 1 1 Erosion control measures 2 Excavation ( 2' in depth width of ROW) 3' Drainage 4 7"-3600 PSI concrete street pavement 5 6"-3600 PSI conc. parking STA CY _LF$100.00 SY SY _$400.00 $2.75 $42.00 $40.00 3; 1,978 300 833 962 $1,200.000 $5,439 $30,000 $34,986 $38,480 0 0 0 0 $0 $0 $0 $0 $0 6 6"(331bs.ls lime stabilized sub rade 7 Hydrated lime material 8 Barrier free ramps SY _TN EA $2.75 $175.00 $11,250.00 1,795 32 0 $4,936 $5,600 $0 0 0 4 $0 $0 $5,000 9 Street si ns EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 3,600 $14,400 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 3,600 $14,400 12 Testing SY $0.90 1,795 $1,616 0 $0 13 Payment, performance& maintenance bonds I LS 1 3.00%1 1 $4,1001 1 $621 14 Shade tree with 4'x4' metal grate 30' on Center e.s. EA 1 $1,200.00 1 0 $01 20 $24,000 SUBTOTAL I 1 $38,400' SUBTOTAL $140,756 1 $45,3211 Street "F1" I Units Cost 5uantity Total Quanti Total Length of Street Segment LF 500 25' B -B 25' B -B 1 Erosion control measures 2 Excavation ( 2' in depth width of ROW) 3 Drainage STA CY LF $400.00 $2:75 $200.00 5 3.296;_ 5001- $2,000.00 $9,065 0 0 0 $0 $0 $0 7' J OO-f3i-conCratt s mei" $42:001 -.389'.-$3$:338 -- --------- 0 0 0 s0 $0 $0 $0 5 6"-3600 PSI conc. parking SY $40.00 1,312 $52,480 6 6"(331b ./slime stabilized sub rade SY $2.75 2,9171 $8,022 7 Hydrated lime material 8 Barrier free rams 9 Street signs TN EA EA $175.00 $1,250.00 $650.00 481 -1 0 $8,400 $0 $0 4 $5,000 2 $1,300 10 6' wide concrete sidewalk SF $4.001 $24,000 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 6.000 $24,000 1121Testing SY $0.90 2,917 $2,625 0 $0 13 P8 ment, performance & maintenance bonds LS 3.00% 1 $7,948 1 $909 14 Shade tree with 4'x4' metal rate 30' on center e.s.) EA $11,200.00 0 $0 32 $38,400' SUBTOTAL $272,878 $69 60$ Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 40 Appendix A: Road Improvement Details Public Public Enhancement Street "F4" J Units I Cost I Quantity ° TotalQuanti Quantity I Total Length of Street Segment L 260 25' B -B 25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW 3 Draina a 4 7"-3600 PSI concrete street pavement STA CY LF SY $400,00 $2.75 $100.00 $42.00 3; 944! 260 848 $1,040.00 $2,595 $26,000 $35,616 OI O 0 $0 $0 $0 $0 $0' $0 5 6"-3600 PSI conc. 2arkinq SY $40.00 0 $0 0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 9161 $2,519 0 7 H drated lime material TN $175.00 15 $2,625 0 $0 8 Barrier free rams EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 3,120 $12,480 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 3,120 $12,480 12 Testing SY $0.901 916 $824 0 $0 131 Payment, performance & maintenance bonds LS 1 3.00% 1 $2,511 1 $563 141 Shade tree with 4'x4' metal rate 30' on center e.s. EA $1,200.00 0' $0 18 $21,600 SUBTOTAL $8,640 121Testing 1 $86,211 845 $40,943 TOTAL COST OF STREET" F" $566,738 $182,912 STREET"G" Street "G4" I Units Cost Quantity ! Total Quantity I Total Length of Street Segment LF 180 25' B -B 25' B -B 1 Erosion control measures 2 Excavation 2' in depth width of ROW STA CY $400.00 $2.75 2 653 $720.00 $1,797 0 0 $0 $0 3 Draina a LF $100.00 180 $18,000 0 $0 4 T-3600 PSI concrete street pavement SY $42.00 782 $32,844 0 $0 5 6"-3600 PSI conc. parking SY $40.00 0 $0 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 845 $2,324 0 $0 7 Hydrated lime material TN $175.00 14 $2,450 0 $0 8 Barrier free rams EA $1,250.00 0 $0 2 $2,500 9 Street signs EA $650.00 0 $0 1 $650 10 6wide concrete sidewalk SF $4.00 2,160 $_8,640 0 w- 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 2.1601 $8,640 121Testing I SY $0.90 845 $761 0 $0 13 Pa ent, erformance & maintenance bonds 141 Shade tree with 4'x4` metal grate 30' on center e.s. _ LS EA 3.00°/a $1,200.00 1 0 $2,026 $0 1 12 1 $354 $14.400 SUBTOTAL 51501 1 1 $69,561 1 $26,544. Street"G3" Unitsi Cost i Quanti Total Quant! Total Length of Street Segment LF 380 25' B -B 25' B -B --'t- Emsian-contmi-meas-S--FA 2 Excavation ( 2' in depth width of ROW) CY $400.00 4 --$1,520.00 0- $0 $2.75 2,505 $6,889 0 $0 3 Drainage LF $100.00 380 $38,000 0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 1,056 $44,352 0 $0 5 6"-3600 PSI conc. parkiN SY $40.00 1,075 $43,000 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 2,301 $6,328 0 $0 7 Hydrated lime material TN $175.00 38 $6,650 0 $0 8 Barrier free rams EA $1,250.00 0 $0 2 $2,500 9 Street signs _ _ 10 6' wide concrete sidewalk EA SF $650.00 $4.00 0 4,560 $0 $18,240 2 0 $1,300 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 4,560 $18,240 121Testing SY $0.90 2_,301 $2,071 0 $0 _ 13 Pa_ mrd ent, performance & maintenance bonds 14 Shade tree with 4'x4' metal rate (30' on center e.s. _LS EA 1$0 3.00% $1,200.00 1 0 $5,011 1 24 $661 $28,800 SUBTOTAL I I i i $172,061 51501 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 41 Appendix A: Road Improvement Details Public Public Enhancement Street "G 2" 1 Units Cost Quantity I Total Quantic Total Length of Street Se ment LF 550 25' B -B 25' B -B 1 Erosion control measures STA $400.00 6 $2,200.00 0 $0 2 Excavation 2' in depth width of ROW CY $2.75 1,996 $5,490 0 $0 3 Draina e LF $100.00 550 $55,000 0 $0 4 7"-3600 PSI concrete street pavement SY $42.00 1,465 $61,530 0 $0 5 6"-3600 PSI conc. parkiN SY $40,00 0 $0 0 $0 6 6"(331b ./slime stabilized sub rade SY $2.75 1,582 $4,351 0 $0 7 Hydrated lime material TN $175.00 26 $4,550 0 $0 9 Barrer free rams EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 6,6001 $26,400 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 6,600 $26,400 121 Testing 1311 Payment, performance & maintenance bonds 14 Shade tree with 4'x4' metal grate (30' on center e.s.) SY 1 LS 1 EA $0.90 3.00%1 $1,200.00 1,582 1 0 $1,424 $4,828 $0 0 1 36 1 $0 $981 $43,200 SUBTOTAL 1 $165,7721 1 $76,881 IStreet"G1" I Units! Cost I Quantity I. Total Quantity Total I Len th of Street Segment (LF) 310 25' B -B 25' B -B 1 Erosion control measures 2 Excavation (Z in depth width of ROW) 3 Drainage 4 7"-3600 PSI concrete street pavement _ 5 6-3600 PSI conc. parkin STA CY LF SY SY $400.00 $2.75 $100.00 $42.00 $40.00 3 2_,_044 310 861 841 $1,240.00 $5,620 $31,000 $36,162 $33,640 0 0 0 0 0 $0 $0 $0 $0 $0 6 6"(33lbs./s lime stabilized sub rade ^ SY $2.75 1,8381 $5,055 0 $0 7 Hydrated lime material TN $175.00 30 $5,250 0 $0 8 Barrier free rams 9 Street signs EA EA $1,250.00 $650.00 0 0 $0 $0 2 2 $2,500 $1,300 10 6' wide concrete sidewalk SF $4.00 3,720 $14,880 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 3,720 $14,880 12 Testinq SY $0.90 1,838 $1,654 0 $0 13 Payment, performance& maintenance bonds LS 3.00% 1 $4,035 1 $560 14 Shade tree with 4'x4' metal grate 30' on center e.s. EA $1,200,00 0 $01-20 0 $24,000 SUBTOTAL SF 1 1 $138,5361 1 $43,240 TOTAL COST OF STREET" G" $545,931 $198,166 Street "R1" Street "R1" I Unitsl Cost I Quantity I Total Quantity Total Len th of Street Segment LF 740 25' B -B 25' B -B 1 Erosion control measures _ 2 Excavation 2' in depth width of ROW STA CY $400.00 $2.75 7 3,563 $2,960.00 $9,798 _ 0 0 $0 $0 3 Draina a LF $100.00 740 $74,000 0 $0 4 6"-3600 PSI concrete street pavement SY $36.00 2,056 $74,016 0 $0 5 6"-3600 PSI conc. parking SY $40.00 973 $38,920 0 $0 6 6" 33lbs./s lime stabilized sub rade SY $2.75 3,270 $8,993 0 $0 7 Hydrated lime material TN $175.00 54 $9,450 0 $0 8 Barrier free rams EA $1,250.00 0 $0 0 $0 9 Street signs EA $650.00 0 $0 1 $650 10 6' wide concrete sidewalk SF $4.00 8,880 $35,520 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 8,880 12 TestingSY $0.90 3,270 $2,943 013 Payment, performance & maintenancebonds 14 Shade tree with 4'x4' metal rate 30' on center e.s. LS EA 3.00% $1,200.00 1 0 $7,698 $0 1 50 J TOTAL COST OF STREET" R1" 1 $264,298 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 42 Appendix A: Road Improvement Details Public Street "R2" Public Enhancement Street "R2" ! Units! Cost I Quantit y Total Quantlty I Total Length of Street Segment LF 450 26'13-13 25' B -B 1 Erosion control measures STA $400.00 5 $1,800.00 0 $0 2 Excavation 2' in depth width of ROW CY $2.75 2,167 $5,958 0 $0 3 Drainage LF $100.00 450 $45,000 0 $0 4 T-3600 PSI concrete street pavement SY $36.00 1,250 $45,000 0 $0 5 T-36130 PSI conc. parking SY $40.00 499 $19,960 0 $0 6 6" 33lbs.ls lime stabilized subgrade SY $2.75 1,889 $5,195 0 $0 7 Hydrated lime material TN 1 $175.00 31 $5,425 0 $0 8 Barrier free rams EA $1,250.00 0 $0 4 $5,000 9 Street signs EA $650.00 0 $0 2 $1,300 10 6' wide concrete sidewalk SF $4.00 5,400 $21,600 0 $0 11 Additional concrete sidewalk for total of 12' each side SF $4.00 0 $0 5,400 $21,600 12 Testing SY $0.90 1,889 $1,700 0 $0 13 FaMent, performance & maintenance bonds 14 Shade tree with 4'x4' metal rate (30' on center e.s.) LS EA 3.00% $1,200.00 1 1 0 _$4,549 $0 1 30 $837 $36,000 TOTAL COST OF STREET " R2" J 1 $156,187 $64,737 TOTAL COST OF STREET" R" $420,485 $951,992 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 43 Appendix B: Other Site Improvement Details ENGINEER'S OPINION OF PROBABLE COST, PREPARED BY JBI PARTNERS, INC. ON NOV. 14, 2012 NORTHWEST CORNER OF US380 AND DNT, PROSPER, TEXAS JBI PROJECT NO. ATH003 Appendix cost estimates are approximate. Schedule 3 cost subtotals take precedence. Al. !Water On -Site (CIP) Unit Cost Quant Total 1 36" RCCP Pipe LF $165.00 0 $0 2 16" PVC Pie LF $60.00 10.005 $600.300 3 12" PVC Pie LF $40.00 0 $0 4 36" Valve with vault EA $25,000.00 0 $0 5 16" Valves EA $5,500.00 12 $66,000 6 12" Valves EA $2,250.00 0 $0 7 6" Valves EA $850.00 12 $10,200 8 Fire hydrants EA $3,000.00 12 $36,000 9 Fittings 1 ton per 1000' TON $7,500.00 10.01 $75,038 10 Connect to existing pipe EA $3,500.00 4 $14,000 11 Trench safety LF $0.50 10,005 $5,003 12 Testing LF $2.00 10,005 $20,010 13Pa ment, performance & maint bonds LS 1 3.00% 1 1 $24,797 TOTAL f $851,347 A2. I Water On -Site Public Unit Cost Quant Total 1 16" PVC Pie 2 12" PVC Pipe LF LF $60.00 $40.00 0 14,715 $0 $588,600 3 16" Valves EA $5,500.00 0 $0 4 12" Valves EA $2,250.00 37 $83,250 5 6" Valves EA $850.00 37 $31,450 6 Fire hydrants EA $3,000.00 37 $111,000 7 Fittings 1 ton per 1000) TONI $5,000.00 14.72 $73,575 8 Concrete encasement LF $35.00 294 $10,301 9 Connect to existing i e EA $1,500.00 6 $9,000 10 Trench safety 11 Testing 12 Payment, 2erformance & maint bonds LF LF LS $0.50 1 $2.001 3.00% 14,715 14,715$29,430 1 $7,358 $28,319 TOTAL 1 1 $972,282 A3. I Water On -Site (Developer) I Unit Cost Quant I Total 1 8" PVC Pipe 2 8" Valves LF EA $25.00 $2,250.00 13,010 33 $325,250 $74,250 3 6" Valves 4 Fire hydrants EA EA $850.00 $3,000.00 37 37 $31.450 $111,000 5 Fittings 1 ton per 1000' TON $4,000.00 13.01 $52,040 6 Concrete encasement LF $35.00 260 $9,107 C6r5TtiMtti>s`Xlsti 1;500:00- 4 13;400 8 Trench safe! 9 Testing$2.00 10 Pa ment, erformance & maint bonds TF $0.50 3.00% 13,010 13,010 1 $6,505 $26,020 $19,249 TOTAL $660,871 B1. I Sanitary Sewer Off -Site CIP Units Cost Quant Total 1 18" SDR 26 PVC Pipe manhole 2 5' Diameter mane 3 Concrete encasement 4 Connect to existing manhole LF EA LF EA $8_5.00 $6,_500.00 $45.00 $2,500.00 7.360 15 147 1 $625.600 $97,500 $6,624 $2,500 5 Trench safety LF $0.50 7,360 $3,680 6 Testing 71 Payment, performance & maint bonds LF $2.00 3.09E 7,360$14,720 1 .._ $22,519 LS TOTAL 1 $1,479,282 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 44 Appendix B: Other Site Improvement Details ENGINEER'S OPINION OF PROBABLE COST, PREPARED BY JBI PARTNERS, INC. ON NOV. 14, 2012 NORTHWEST CORNER OF US380 AND DNT, PROSPER, TEXAS JBI PROJECT NO. ATH003 Annnnriix rest Attimatpq am annrnximatA. Sr.hrrhilr I r.ntt ,.;0)Mtalq tauA nn r.Arlanrr. B2. Sanitary Sewer On -Site (CIP) Units Cost Quant I Total 1 18" PVC Pipe 2 12" PVC Pie 3 10" PVC Pie 4 8" PVC Pi a 5 Concrete encasement 6 5' Diameter manhole 7 Connect to existing manhole LF $65.00 2,790 $181,350 LF $55.00 330 $18,150 LF $40.00 0 $0 LF $25.00 0 $0 LF $35.00 62 $2,184 EA $5,500.00 9 $49,500 EA 1 $1,500.00 1 $1,500 8 Trench safety LF $0.50 3,120 $1,560 9 Testing LF $2.00 3,120 $6,240 10 Payment. performance & maint bonds LS 3.0% 1 $7,815 TOTAL 11,275 11,275 1 $5,638 $22,550 $17,105 TOTAL $268,299 83. 1 Sanita Sewer On -Site Public Units, Cost Quant Total 1 12" PVC Pipe LF $55.00 2,490 $136,950 2 10" PVC Pie LF $40.00 0 $0 3 8" PVC Pie LF $25.00 8,785 $219,625 4 Concrete encasement LF $35.00 226 $7,893 5 5' Diameter manhole EA $5,500.00 32 $176,000 6 Connect to existing manhole EA $1,500.00 1 $1,500 7 Trench sa ty 8 Testing 9 Payment, 2erformance & maint bonds LF LF LS $0.50 $2.00 3.0% 11,275 11,275 1 $5,638 $22,550 $17,105 TOTAL I I 1 1 $587,2601 B4. I Sanitary Sewer On -Site Dovelo er) iUnits Cost Quant I Total i 1 12" PVC Pipe 2 10" PVC Pie 3 8" PVC Pie LF LF LF $55.00 $40.00 $25.00 0 1 0 3,160 $0 $0 $79,000 4 Concrete encasement LF $35.00 63 $2,212 5 5' Diameter manhole EA $5,500.00 9 $49,500 6 Connect to existing manhole EA $1,500.00 1 $1,500 71 Trench safety LF 1 $0.50 3,160 $1,580 8 1 Testing LF 1 $2.00 3,160 $6,320 9 Pa ment, performance & maint bonds I LS 1 3.0% 1 $4,203 TOTAL I I 1 1 $144,315 C. I Drainage Multi -box Culvert Drainage along US 380 Units Cost Quant Total 114 2 3 barrel_8' x 3' RCB Storm junction box Wing wall at 4 barrel 8'x 3' RCB LF$.1.100.00_ EA EA $15,000.00 $30,000.00 1,500- 3 1 $1,65D,00- $45,000 $30,000 4 Rock rip rap SY $85.00 80 $6,800 51 Trench safety _ _ _ Payment, performance & maint bonds LF LF I LS 1 $0.351,500 $1.25 3.00% 1,500 1 1 $525 $1,875 $52,026 61Testin 71 TOTAL I I 1 1 $1,786,2261 1?. Parkin Deck Infrastructure I Total 1 PARKING DECK D1-5 LEVELS each level 185 spaces $12,000 per space) $13,320,000 2 PARKING DECK F1-5 LEVELS (each level 135 spaces 9, $12,000 per space) $9,720,000 3 PARKING DECK G1-5 LEVELS each level 330 spaces @ $12,000 per space) $23,760,000 4 PARKING DECK R1-5 LEVELS Jeach level 190 spaces @ $12,000 per space)_ $13,680,000' 5PARKING DECK R2-4 LEVELS (each level 110 spaces @ $12,000 per space) $6,336,000 6 CONTINGENCY (10%)$6,681,600 TOTAL I $73,497,600 Project and Financing Plan, Prosper TIRZ Number Two, May 8, 2013 Page 45 �a a m 0 `a mJ C7 "' `o m g v O O UI N Q O 5 Q O O p 4 O mN w a E u m 6 Q% Q a F C � C C a a a 0 N w U W EN O av O LL a� w E fA E a C O N m a CL a a d „tea y O� W L O CLd O O N N LO - 4) Qi 0d N J � ;ate vo QN E p V o" 0 N Del d v o 4 N J W 4 T FW X F � w v v `m m E a Q N I I N N I I I NO W N N N N ONM W 10 NOLO aiYY �O nN vi 10 Nt010 W NN10ON10yN 10 1t H M N eN9 w 'M b9 NM b �N N rM VY rM NM - - - 'N -- - - M - N MO NW0w0n NNlW0 W 00 3 - ft w NN M�N91�ryjNp1p�OpN V•S-- 'N�M Mm MO�o p 0 O�OOON 0N000P0OPO 44N{p11 OOggo OtipM f00 l00 I'� �!1 �[Ol Y[Id O p'O W n nM Oro [WOrN0 C .�yr1 pp �Op0 ryry pq pO.O N10 r 0)Of 01 �n-rr O OOM M W V W M W N 91i3OO N W i1 OO.M- mR��f� �[O]lWOm N�(M]M 6'P �[�]Ct �[i 00...0 m OGDM �lplr 0 1n 1n •f a moo Gn o r -N SSOO N O r1?fN <O 101 a mA I W N V 111 M N a9� W (] W100(71 N1OA nM (O N V n N MN� f9 M f9� N MM Me9��M �jq yM tn0 ec d� f ,, ....N. 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