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02-28-2006 (City Council) Agenda Packet NOTICE OF MEETING WYLIE CITY COUNCIL AGENDA February 28, 2006 6:00 p.m. Wylie Municipal Complex—Council Chambers/Council Conference Room 2000 State Highway 78 North Wylie,Texas 75098 CALL TO ORDER INVOCATION &PLEDGE OF ALLEGIANCE PROCLAMATIONS AND PRESENTATIONS • Presentation to 4th Six Weeks Star Students—Character Trait of "Trustworthiness" CITIZENS PARTICIPATION CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Approval of the Minutes from the February 14, 2006 Regular Meeting of the City Council. (C. Ehrlich, City Secretary) B. Consider, and act upon, approval of an agreement between the City of Wylie and The Dallas Morning News for the purpose of employment recruiting advertising. (C. Ehrlich, City Secretary) C. Consider, and act upon, Resolution No. 2006-07(R) designating the Finance Director and the City Manager as authorized representatives to invest City funds in the Texpool Money Market Account and authorizing the Senior Accountant selected information authority. (L. Williamson, Finance Director) D. Consider, and act upon, awarding a contract to Resendiz Concrete Construction based upon a flat rate for miscellaneous concrete repair and construction. (M. Sferra,Public Services Director) E. Consider, and act upon, a Preliminary Plat for the New Heights Baptist Church located west of Hooper Road and east of Regency Business Park Addition Phase 2. (M. Manson, Assistant City Manager) ITEMS FOR INDIVIDUAL CONSIDERATION AND ACTION Public Hearings 1. Hold and continue a Public Hearing to change the zoning from Agricultural (AG) District to Planned Development (PD) District for mixed uses, generally located south of S.H. 78 and west of Eubanks Road. (M. Manson,Assistant City Manager) Executive Summary This item was tabled by the Planning and Zoning Commission to the March 7, 2006 meeting to allow applicant time to develop PD Conditions and allow time for staff to re-notify. However, because publication and notification of the requested rezoning has been completed in accordance with State Law,some action is required by the Council at the current meeting. 2. Hold a Public Hearing on the updated Land Use Assumptions and Capital Improvements Plan needed for adoption of water and sewer impact fees. (C. Holsted, City Engineer) Executive Summary On January 10, 2006 Council adopted an Ordinance setting the date for a public hearing on the updated Land Use Plan and Capital Improvements Plan. Section 395 of the Local Government Code specifies the process necessary for the implementation of impact fees. The Impact Fee Advisory Committee met on February 21st to file written comments on the proposed Fees. 3. Consider, and act upon, Ordinance No. 2006-10 adopting the updated Land Use Assumptions and Capital Improvements Plan. (C. Holsted, City Engineer) Executive Summary On January 10, 2006 Council adopted an Ordinance setting the date for a public hearing on the updated Land Use Plan and Capital Improvements Plan. Section 395 of the Local Government Code specifies the process necessary for the implementation of impact fees, and a public hearing was conducted to receive public comments on the updates to the Land Use Plan and Capital Improvements Plan. 4. Consider, and act upon, Resolution No. 2006-08(R) setting a date, time, and place for a Public Hearing on the proposed Water and Wastewater Impact Fees. (C. Holsted, City Engineer) Executive Summary On January 10, 2006 Council adopted an Ordinance setting the date for a public hearing on the updated Land Use Plan and Capital Improvements Plan. Section 395 of the Local Government Code specifies the process necessary for the implementation of impact fees, and a public hearing was conducted to receive public comments on the updates to the Land Use Plan and Capital Improvements Plan. The proposed resolution sets a date,time and place to conduct a public hearing on the proposed impact fees. 5. Consider, and act upon, Ordinance No. 2006-11 abandoning the alley right-of-way, generally located at the east right-of-way of Jackson Street north of Brown Street and running approximately 285 feet east through Block 1, Lots 1C and 1A and Block 2, Lots 2F, 2C, and 2G to the west right-of-way of Ballard Avenue in the Russell#1 Addition. (M. Manson,Assistant City Manager) Executive Summary The South Collin County Habitat for Humanity,owner of a tract of land located within the Russell#1 Addition,Block 2,Lots 2F, 2C, and 2B, has requested that the City abandon that segment of the alley beginning at the east right-of-way of Jackson Street north of Brown Street and running approximately 285 feet east through Block 1,Lots 1C and IA and Block 2,Lots 2F, 2C, and 2G to the west right-of-way of Ballard Avenue. The alley was created by the platting of the Russell#1 Addition,one of the original subdivisions within the City of Wylie. The segment of this abandonment is 15 feet wide and 285 feet long, containing 4,275 square feet. The area is a stable residential area and has received significant reinvestment and redevelopment through the years. Lot 2 of the subject property has been previously inappropriately divided which has resulted in some lots being too small for modem residences and has caused some land-locked parcels which cannot be accessed by emergency vehicles. The applicant has since purchased these lots and is pursuing development through the replatting process of these lots. 6. Consider, and act upon, Engineering Services Agreements with Birkhoff, Hendricks & Conway, L.L.P., in the amount of$704,700.00, for(A) 730 Service Zone and 679 Service Zone Waterline Improvements; and (B) Newport Harbor Pump Station, Nortex Pump Station and NTMWD Pump Station Improvements. (C. Holsted, City Engineer) Executive Summary The City recently completed updates to the water system 10-year Capital Improvements Plan (CIP). Based on the future growth of the City,the plan identifies twenty eight(28)water line and pump station improvements necessary to maintain the current level of service and provide additional capacity in the system. Water line improvements include mains along McCreary Road,in Newport Harbor,along FM 1378,along SH 78,along Brown St,and along Sanden Blvd. 7. Consider, and act upon, approval of Ordinance No. 2006-12 to amend the FY 2005-06 Annual Operating Budget in the amount of$60,000, transferring funds from 4B Fund (Land Betterments/112- 5614-58150) to the General Fund (Utilities Water/100-5511-56630) for Park Division water consumption. (M. Sferra,Public Services Director) Executive Summary For FY 05-06,the Parks Division line item for Utilities Water(100-5511-56630)was budgeted$40,000. This line item is the source of funding for 20 sites throughout the city that are irrigated. Currently, 82%of the total amount budgeted for FY 05- 06 water needs has already been used. A budget amendment in the form of a transfer of funds, in the amount of$60,000, is requested to meet the anticipated needs for the balance of the fiscal year. The high rate of water consumption is due to the past,present,and continuing drought conditions. READING OF ORDINANCES TITLE & CAPTION APPROVED BY COUNCIL AS REQUIRED BY WYLIE CITY CHARTER,ARTICLE III, SECTION 13-D. WORK SESSION • Discuss,and give guidance, on the Storm Water Regulatory Update and Master Plan Proposal. (M. Sferra,Public Services Director) ADJOURNMENT In addition to any specifically identified Executive Sessions, Council may convene into Executive Session at any point during the open meeting to discuss any item posted on this agenda. The Open Meetings Act provides specific exceptions that require that a meeting be open. Should Council elect to convene into Executive Session, those exceptions will be specifically identified and announced. Any subsequent action,as a result of this Executive Session,will be taken and recorded in open session. I certify that this Notice of Meeting was posted on this 24th day of February,2006 at 5:00 p.m. as required by law in accordance with Section 551.042 of the Texas Government Code and that the appropriate news media contacted. As a courtesy,this agenda is also posted to the City of Wylie Website at www.ci.wylie.tx.us Carole Ehrlich,City Secretary Date Notice Removed The Wylie Municipal Complex is Wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's office at 972/442-8100 or TD 972/442-8170. /1.1 Wylie City Council „D.), L.] AGENDA REPORT Meeting Date: February 28, 2006 Item Number: Presentation De artment: CityMana er (City Secretary's Use Only) p g Prepared By: Mark Witter Account Code: N/A Date Prepared: February 22, 2006 Budgeted Amount: N/A Exhibits: One S u b'ect Presentation to 4th Six Weeks Star Students—Character Trait of "Trustworthiness". Recommendation None. Discussion As a"Partner in Education,"the Wylie City Council honors Star Students in conjunction with Wylie I SD's Character Education. Every six weeks, each Wylie ISD campus selects one student who exemplifies the character trait for the respective six weeks. Approved By Initial Date Department Director City Manager Page 1 of 1 MINUTES Wylie City Council Tuesday, February 14, 2006 — 6:00 p.m. Wylie Municipal Complex—Council Chambers 2000 State Highway 78 North CALL TO ORDER Mayor Mondy called the meeting to order at 6:00 p.m. Council Members present were: Mayor Pro Tem Eric Hogue, Councilwoman Reta Allen, Councilman Rick White, Councilman Carter Porter, Councilman Earl Newsom, and Councilman Merrill Young. Staff present were: City Manager, Mark B. Roath; Assistant City Manager and Planning Director, Mindy Manson; City Engineer, Chris Hoisted; Finance Director, Larry Williamson; Public Services Director, Mike Sferra; Police Chief, Jeff Butters; Fire Chief, Shan English; Public Information Officer, Mark Witter; City Secretary, Carole Ehrlich; City Attorney, Julie Fort, and various support staff INVOCATION &PLEDGE OF ALLEGIANCE Reverend Kris Segrest, Pastor of the First Baptist Church of Wylie gave the invocation and Councilman Porter led the Pledge of Allegiance. CITIZENS PARTICIPATION There was no one present to address Council under Citizens Participation. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Approval of the Minutes from the January 24, 2006 Regular Meeting of the City Council. (C. Ehrlich, City Secretary) B. Consider and act upon approval of Resolution No. 2006-04(R) ordering a General Election to be held jointly with the Wylie Independent School District and Collin County Community College on May 13, 2006 for the purpose of electing two city council members, Places 2 and 4, to the Wylie City Council to fill expired terms. (C. Ehrlich, City Secretary) C. Consider and act upon approval of a Joint Election Agreement between the City of Wylie, the Wylie Independent School District and Collin County Community College for the May 13, 2006 General Election. (C. Ehrlich, City Secretary) D. Consider and act upon approval of Final Plat for Woodbridge Addition Phase 10C. Subject property being generally located northwest of Woodbridge Phase 9, at the intersection of Creek Crossing Lane and Lost Highlands Lane. (M. Manson,Assistant City Manager) Minutes—February 14,2006 Wylie City Council Page 1 E. Consider and act upon approval of Final Plat for Woodbridge Addition Phase 10D. Subject property being generally located south of Creek Crossing Lane and Woodbridge Phases 9 and 10C. (M. Manson,Assistant City Manager) F. Consider and act upon Resolution No. 2006-05(R) naming the south entrance road to Founders Park as Jerry Combest Street and the entrance road to Community Park adjacent to the Library as Lanny Hale Street. (M. Sferra,Public Services Director) G. Consider and act upon authorizing the City Manager to enter into a contract for concessionaire services with Sunshine Concessions for such services at Founders Park and Community Park. (R. Diaz,Supervisor,Parks and Recreation) H. Consider and act upon awarding a construction contract to GT Construction, Inc., in the amount of $12,870.00, for the removal and replacement of approximately 1,500 square feet of concrete paving. (C.Holsted, City Engineer) I. Consider and act upon a request from Cub Scout Pack 1049 to have a fundraiser at the Bart Peddicord Community Center on February 25,2006. (R. Diaz,Supervisor,Parks and Recreation) Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Newsom to pull Item #F from the Consent Agenda and consider under Individual Consideration and approve Consent Items A through E and G through I as presented. A vote was taken and passed 7-0. ITEMS FOR INDIVIDUAL CtNSIIERATION AND ACTION F. Consider and act upon Resolution No. 2006-05(R) naming the south entrance road to Founders Park as Jerry Combest Street and the entrance road to Community Park adjacent to the Library as Lanny Hale Street. (M. Sferra,Public Services Director) Council Discussion Councilman Hogue stated that he wanted some clarification regarding the naming of the streets. He explained that Councilwoman Allen had some concern that the action item only showed the first and last names of the two veterans who the streets were being named in honor of. He explained that the original resolution stated that the streets would have the first, middle and last names shown. Councilwoman Allen asked staff if the street would be named Lanny Earl Hale and Jerry Wayne Combest. Staff concurred that the streets would have the full names of the veterans. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Newsom to approve agenda Item #F with the following changes: the entrance street to Founder's Park to be named Jerry Wayne Combest and the entrance road to Community Park to be named Lanny Earl Hale. A vote was taken and passed 7-0. Public Hearing 1. Hold a Public Hearing and consider and act upon Ordinance No. 2006-08 approving a change in zoning from Agricultural District to Single-Family 10 (SF-10/19) District, generally located west of Thomas Street and south of Stone Road. (M.Manson,Assistant City Manager) Minutes—February 14,2006 Wylie City Council Page 2 Staff Comments Planning and Zoning Director Manson addressed Council stating that the applicant is proposing to develop single family residential lots on 4.5434 acres. The subject property will conform to the requirements of Single-Family Residential 10/19 of the current Zoning Ordinance. The Comprehensive Plan recommends that the entire tract be developed as medium density (minimum 10,000 s.f.)lots. She explained that the requested residential density complies with this recommendation of the Comprehensive Plan. Public Hearing Mayor Mondy opened the Public Hearing at 6:06 p.m. asking anyone present wishing to address the Council on this item to come forward. No one was present to address Council. Mayor Mondy closed the Public Hearing at 6:06 p.m. Council Action A motion was made by Councilman Young, seconded by Councilman White to approve Ordinance No. 2006-08 approving a change in zoning from Agricultural District to Single-Family 10 (SF-10/19) District, generally located west of Thomas Street and south of Stone Road. A vote was taken and passed 7-0. 2. Consider and act upon authorizing the City Manager to sign a Development Agreement, subject to approval by the City Attorney's Office, between the City of Wylie and Braddock Place Estates, Ltd.. (M. Roath/.I. Fort, City Manager and City Attorney,Respectively) Staff Comments City Manager Roath addressed Council stating that the Planned Development District(PD)zoning was approved in 2005 for a 185 acre tract of land known as the Rice property or Braddock Place Estates. The PD set out the future land uses and development standards for the property but did not address the phasing of the development or establishment of benchmarks for the construction of the infrastructure. In addition, as a part of the first phase of construction, the developer is working with the City to build the Twin Lakes Outfall Sewer line which will serve the central portions of the City and eliminate the Twin Lakes sewer lift station. He explained that issues of water, sewer and impact fees were addressed in this agreement. Water and sewer impact fees will be paid as normal. Road impact fees are not in place at this time;however this agreement requires the developer to pay in the initial phase, $1,000 per lot for the first 85 lots with the proposal that if the cost is higher or lower the City can recoup the difference. This agreement also deals with parkland dedication which indicates that the developer will give approximately 28 acres of parkland in three phases. Construction of a street ("Street AF") is also required to be built by the developer and has some restrictions on the accessibility of the street during construction. A Home Owners Association is also required to maintain the landscape areas. Mr. Roath explained that the lines left blank regarding acreage will change due to the acres purchased by WISD and will be included in the final agreement. City Attorney Comments City Attorney Julie Fort addressed Council referencing several areas of the agreement. She stated that in paragraph 1, a correct reference to Exhibit A has been made and in the very first entry paragraph on page one, the property is actually owned by two limited partnerships and the name of the second partnership has been added to the final agreement and are also party to the agreement. When the packets were delivered to Council, there was an area still under negotiations and is know final. This is noted in Paragraph 10 referencing sovereign immunity language,added to the agreement that clarifies; if the City does not fulfill their obligations under the agreement; the property owner has the right to enforce the agreement, just as the City has the right to enforce the agreement against the property owner. We also clarified that the immunity is not waived as to third parties. She explained that in most cases,the responsibility falls on the developer. Minutes—February 14,2006 Wylie City Council Page 3 Councilman Discussion Councilwoman Allen stated that Stone Road as designated in the Agreement does not exist. The road actually is called FM 544. She explained that Councilman Newsom looked into this issue and found this to be true. She requested that this be changed. Ms. Fort stated that in 5A the reference to Stone Road needed to be stricken and leave FM 544 in the final agreement. Councilman Young asked that in the future,the maps presented to Council be made larger for review. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Young to authorize the City Manager to sign a Development Agreement, subject to approval by the City Attorney's Office, including all item changes discussed tonight between the City of Wylie and Braddock Place Estates,Ltd. A vote was taken and passed 7-0. Tabled Item from 1-24-06 Motion to remove from table and: Council Action A motion was made by Mayor Pro Tem Hogue to remove Item #3 (contract between the City of Wylie and Allied Waste Systems, Inc.) from the table and discuss and consider action. Consensus of Council was to remove and discuss and consider action. 3. Consider and act upon an Amended Solid Waste and Recycling Contract between the City of Wylie and Allied Waste Systems, Inc. (M. Roath/.I. Fort, City Manager and City Attorney, Respectively) Staff Comments City Manager Roath addressed Council stating that the existing contract for solid waste and recycling was entered into on September 1, 2001 with Browning-Ferris, Inc., for a period of(5) years. Subsequently, the City approved an extension of the current contract to August 31, 2008. In 2004, representatives of Trinity Waste Systems contacted the City staff to solicit changes to the existing contract as well as a rate increase. (Note: The City had granted the last solid waste/recycling increase in September, 2001.) Thereafter, the City Manager and Ms. Julie Fort, City Attorney's Office, commenced negotiations with representatives of Trinity that is, with the aim of improving service delivery for the remainder of the contract period and/or until August 31,2008. On January 24th,the City Council considered and tabled action on the proposed Agreement until its meeting of February 14, 2006. Subsequently, Ms. Julie Fort and I met with representatives of Allied Waste Systems, Inc., about further changes to the proposed Agreement based on comments made by the City Council. Specifically, we requested that Allied Waste Systems, Inc., agree (1)to change the liquidated damages amount in Section 5.14 from ten dollars ($10.00) to twenty-five dollars ($25.00)—that is, should they fail to collect residential solid waste and recycling within 24-hours of being notified by the City to do so;(2)to change the polycart container penalty fee from two dollars($2.00)to five dollars($5.00)for each container not delivered to a new customer at move-in or within two (2) days after the day of request from the City, whichever is later; and (3) to add the following sentence to Section 5.04, "Contractor shall continue to provide services under this Agreement until the effective date of the termination." Beyond these proposed changes requested by the City, Allied Waste Systems, Inc., representatives indicated that they were seeking approval to provide improved service in recycling that is,to purchase and distribute polycart containers in lieu of the smaller containers now used in the City. As of this date,they have not received permission to expand this service from their corporate office; but, they expect to know by the Council meeting. Because of the potential change in recycling service, the City has included additional language in this proposed Agreement,which would allow for the improved recycling service should it become available during the term of this contract. Mr. Roath explained that Mr. Reid Donaldson, Manager for Allied Waste Systems, is available as is Julie Fort to answer any questions. Minutes—February 14,2006 Wylie City Council Page 4 Allied Waste Representative/Council Discussion Mayor Mondy asked in Paragraph 5.14 "Liquidated Damage", is the penalty enforced only if Allied does not come within 24 hours? Mr. Roath responded yes it was per occurrence. Mr. Roath explained that the penalty was three times the fee charged per month. Mayor Mondy commented that for the $25.00 late fee, it was more lucrative for Allied to wait and pay the penalty rather than sending a truck and driver. Mayor Mondy asked what staff was advising on the fuel surcharge. Mr. Roath stated that was addressed in Item C of the proposed contract. He explained that Mr. Donaldson was present to address this and other issues. Mr. Donaldson explained that the fuel surcharge was based on the CPI rate and is an increase of 6%of the rate now charged. City Attorney Fort stated that this 6%relates to $.51 cents of the increase. Mr. Donaldson explained that 8%was the norm but Allied picked a rate that would be satisfactory to both the City and Allied. Mayor Pro Tem Hogue asked who would receive the complaint calls. He stated that if Allied was receiving the calls, it was like the "fox watching the hen house". Mr. Roath explained that there was a complaint mechanism in the contract whereby if a complaint was lodged; the City would get a copy of said complaint. Allied is required to have an office manager available from 8:00 a.m. to 5:00 p.m. Monday through Friday and even after hours to handle complaints for the City and to give a log of these complaints to the City on a weekly basis. Mayor Mondy asked what the total increase is and what it includes. Mr. Donaldson replied that the total increase was 14.5%which included 2.5% for an increase from the City of Garland for the landfill, 6% is a CPI increase, and 6% for fuel surcharge. Both of the landfill and CPI increases were included in the original contract. He noted that the City of Garland had gone up on their landfill fee six months ago and Allied has been paying the difference since that time. This increase totals to $1.25 increase per month per household. Mayor Mondy asked what CPI was. Mr. Donaldson explained that CPI(Consumer Price Index) is ranked on a scale and is an urban index,rated every year. The rate is figured differently in national areas and the CPI used in this configuration was based on the DFW area. Councilman Newsom asked about recycling carts. Mr. Donaldson stated he had been on the phone with corporate earlier in the day, and stated that he was 99% sure this would happen but the cost to Allied would be $700,000 and is contingent on the increase requested tonight. He stated that he was fairly sure it would happen within the next couple of months if all requests for increases were approved by council; however he could make no guarantees. Ms. Fort, representing the city attorney's office stated that the contract was adjusted so if the recycle carts were available to the City, those issues were covered in the revised agreement. Mayor Pro Tem Hogue asked how many complaints the City and Allied had received since the last Council meeting. Mr. Roath replied that the City had not received any complaints. Mr. Donaldson stated that Allied had received 12 complaints from Wylie residents and all complaints had been handled to the customer's satisfaction. Mayor Pro Tem Hogue asked what would happen if by this time next year, the complaints had accumulated in large numbers as they did this year. City Manager Roath explained that there were several measures available to the City in this event. He explained that one measure was the$25.00 late fee. City Attorney Fort added that in the weekly report that Allied is required to provide, there is a requirement of 95% performance standard and if Allied fell below this percentage, termination could be initiated. Mayor Pro Tem Hogue stated that his problem with the increase was the large amount of complaints presented to Council at the last Council meeting. Councilman Newsom stated that Allied was due two of the three increases requested tonight by the standing contract between Allied and the City. Mayor Mondy stated that he felt they were also due the fuel surcharge. Councilman Porter stated he felt that increases were required to keep businesses operating. He also stated that he felt the complaints had been handled. Council Action A motion was made by Councilman Newsom, seconded by Councilwoman Allen to approve an Amended Solid Waste and Recycling Contract between the City of Wylie and Allied Waste Systems, Inc. A vote was taken and passed 6-1 with Mayor Mondy, Councilwoman Allen, Councilman Newsom, Councilman Young, Councilman White, and Councilman Porter voting for and Mayor Pro Tem Hogue voting against. 4. Consider and act upon authorizing the Mayor to enter into an agreement with Public Sector Personnel Consultants,in the amount of $20,500.00, for compensation study services. (J. Butters, Chief of Police) Staff Comments Task Force Chairman, Chief Jeff Butters addressed Council stating that the City Manager appointed a compensation task force made up of seven City employees. The task force is charged with overseeing a compensation study which will review our current pay plan and suggest updates and or revisions. Mr. Butters explained that the purpose of the study was to put Minutes—February 14,2006 Wylie City Council Page 5 some type of merit into the compensation plan to reward high performing employees and retention of those employees. The task force developed and published a Request for Proposal for compensation study consulting services. The City received (4) four proposals from consulting firms. Proposals were received from Public Safety Personnel Consultants, The Waters Group, The Archer Company and Hay Group. The compensation task force reviewed the proposals received and unanimously recommended Public Sector Personnel Consultants(PSPC). Council Discussion Mayor Mondy asked Chief Butters what the turnover rate in Wylie was for the Police Department. Chief Butters replied that in the Police Department there had not been any voluntary turnover in 5 years, not including retirements. Mayor Mondy asked what the end outcome of this study would be. Chief Butters explained that this study would include all employees in the City and commented that the merit system would assist in retaining the City's best employees. He explained that the City was not losing a great number of employees at the present time but procuring new employees was becoming difficult due to the pressure placed by surrounding cities and their pay plans. Councilman Young asked if we were hiring a consultant to perform the same study the task force has provided. Chief Butters explained that the task force was charged with setting guidelines for an RFP and subsequent review and procuring of a consulting firm to perform the study. He explained that it would be very difficult for the task force to study the step plan and job classifications to compare with external plans to perform such a study. He stated that not only would it be difficult, but very time consuming for the task force to take on this responsibility. He explained that this group came very highly recommended and felt this would be more economically feasible. He explained that the step plan would stay in place but would add a merit for top employees within the City. Councilman Young asked why the task force was procuring this information rather than the Human Resource Department. Chief Butters stated that the HR Manager, Lynn Fagerstrom was part of this task force. He explained that the plan,once recommended by the consulting group,would be brought back to Council for final approval. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman White to authorize the Mayor to enter into an agreement with Public Sector Personnel Consultants, in the amount of $20,500.00, for compensation study services. A vote was taken and passed 6-1 with Mayor Mondy, Mayor Pro Tem Hogue, Councilwoman Allen, Councilman Porter, Councilman White, and Councilman Newsom voting for and Councilman Young voting against. 5. Consider and act upon Resolution No. 2006-06(R) authorizing an amendment to the contract with the law firm of Linebarger Googan Blair & Sampson, LLP. for earlier turnover of delinquent personal property taxes. (Larry Williamson, Finance Director) Executive Summary Finance Director Williamson addressed Council stating that the Legislature passed House Bill 2491, its omnibus property tax bill. Among the provisions is one which allows a taxing entity to turn over, to its delinquent tax law firm, delinquent personal property accounts as early as sixty (60) days after the February 1st delinquency date and to impose the delinquent collection penalty to defray the costs of collection. For purposes of the 2005 delinquent accounts (for bills that are sent out in October 2005), that 60-day turnover would be April 4, 2006. This legislation is beneficial to the City because it allows the collection process to start three months earlier on personal property. Unlike real estate, business personal property is mobile and often disappears. Many times, businesses close or move prior to our collection efforts. The April start, as opposed to the July start,will increase the opportunities to collect delinquent taxes from these businesses while they are still in business. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Newsom to approve Resolutions No. 2006-06(R) authorizing an amendment to the contract with the law firm of Linebarger Googan Blair& Sampson, L.L.P. for earlier turnover of delinquent personal property taxes. A vote was taken and passed 7-0. Minutes—February 14,2006 Wylie City Council Page 6 6. Consider and act upon approval of the purchase of a new Quint fire apparatus. (N. Flores, Assistant Fire Chief) Staff Discussion Assistant Fire Chief Flores addressed Council stating that staff recommends approval for the purchase of the new Quint and the purchase to be financed by public property finance contractual obligations for a period of seven(7)years. The purchase of the Quint is for Station 3. The 75 foot Quint 2 will have a cost of around$628,619. This price is an approximate price. The final cost will be obtained in the build meeting which should take place in the next 6 weeks. The proposed Quint will have the same features as the current Quint and will have a completion timeline of around 16 months. Council Discussion Mayor Mondy asked if Quint 2 was the Quint that was breaking down quite a bit. Chief Flores stated yes it was but was normal wear and tear. Mayor Mondy asked why a fire truck was rolled out on all emergency calls. Assistant Chief Flores stated this was for safety and quicker response time. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Newsom to approve the purchase of a new Quint fire apparatus. A vote was taken and passed 7-0. 7. Consider and act upon Ordinance No. 2006-09 establishing a four-way stop sign at the intersection of Park Blvd. and Blockton Way, located directly in front of McMillan Jr. High School. (J. Butters, Chief of Police) Staff Comments Police Chief Butters addressed Council stating that currently there is a stop sign on Blockton Way at Park but there are not stop signs on Park. We began using temporary stop signs on Park at Blockton last school year to improve the flow of traffic and pedestrians during morning school drop off and afternoon pick-up. According to McMillan SRO, Officer Douglas, the temporary stop signs were a great help at that time. Councilman Young raised the question of a permanent four way stop at the intersection of Park and Blockton for safety purposes, to improve traffic flow, and in response to problems with the temporary signs. McMillan Principal John Peters, SRO Officer Douglas, and dayshift patrol officers all agreed that a permanent four way stop would be advantageous to that intersection. Mayor Pro Tem Hogue asked if a traffic study had been done. City Engineer Holsted stated that an analysis had been done at this location to warrant the stop sign. Council Action A motion was made by Councilman Newsom, seconded by Councilman Young to approve Ordinance No. 2006- 09 establishing a four-way sign at the intersection of Park Blvd. and Blockton Way, located directly in front of McMillan Jr. High School. A vote was taken and passed 7-0. 8. Consider and act upon naming the 4th of July Concert and Fireworks show scheduled for Friday, June 30,2006. (R. Diaz,Supervisor,Parks and Recreation) Staff Comments Assistant Park and Recreation Superintendent Diaz addressed Council stating that he and PIO Witter, had coordinated a naming contest in order to involve the public in selecting a name for the 4th of July fireworks event. This event was held for the first time in the summer of 2005. Although it was a part of the "Live in Wylie" summer concert series, the fireworks event was not formally named. The original 2005 event was a success, and funds have been approved for FY 2005-06 for another event which is now scheduled for Friday,June 30,2006. The contest began in October 2005 with the publication of Minutes—February 14,2006 Wylie City Council Page 7 announcements in the e-wylie electronic newsletter and on the main page of the city website. Entries were sent to Robert Diaz through December 16,2005. Staff reviewed approximately 40 submittals from residents. Four entries were selected and presented to the Park Board at the Board's December 19, 2005 meeting. The names that the Board reviewed were the top four, best-sounding, and most relative names as determined by staff. The four names are: Wylie Works 2006; Wylie's Family, Fun and Fireworks; Wylie's Sparkling Spectacular; and Red, Hot and Blue Wylie Celebration. At the December 19, 2005 Parks and Recreation Board meeting, the Board chose the following two names from the proposed list: First choice -Wylie's Family, Fun and Fireworks; Second Choice-Wylie's Sparkling Spectacular. From the Board's recommendations,the City Council is now asked to make their choice for the event name. Council Discussion Councilwoman Allen asked if there were any other names nominated to choose from. She explained that she did not like the choices presented. Mayor Mondy stated that he would like to see independence incorporated into the name whatever was chosen. Councilman Newsom concurred; he too liked the incorporation of independence into the name. Mayor Pro Tem Hogue suggested naming the event Wylie Independence Day Celebration and then sub-title Wylie's Family, Fun and Fireworks. Mayor Mondy stated that he thought independence should be included in honor of those that lost their lives for their country. Councilman Porter stated that he say no reason to call it anything but Wylie's Independence Day Celebration. Mayor Mondy asked for a motion. Council Action A motion was made by Councilman Porter, seconded by Councilman Newsom to name the Fourth of July event "Wylie's Independence Day Celebration". A vote was taken and passed 7-0. 9. Consider and act upon approval of Wylie as a venue for Panda Cup USA 2006, pending Wylie ISD approval. (M. Witter,Public Information Officer) Staff Comments Public Information Officer Witter addressed Council stating that at the end of January 2006 staff was approached by Eddie Rogers,with the Wylie Youth Soccer Association and representatives of FC Texas and Panda Cup USA 2006 to discuss the possibility of Wylie hosting the final games and closing ceremonies at Pirate Stadium for Panda Cup USA 2006 — International Soccer Tournament. FC Texas shared with Mr. Witter that Wylie was contacted with this opportunity due to their high growth,and as a location with long-term potential and current soccer relationships in this region.Robert Diaz,and Bill Nelson with the Parks Department along with Mr. Witter met with representatives of the FC Texas to find out what would be expected of the City in hosting this event. Mr. Witter explained that the event would be held in one night at Pirate's Stadium. WISD has been contacted and they are willing to allow the City to use the site, at no cost to the association,as long as the City was hosting the event. He explained that the City would be responsible for the logistics. He stated that representatives from FC Texas and Panda Cup USA 2006, as well as the Wylie Youth Soccer Association were present to answer questions. He explained that two top teams from China along with a top team from Canada would participate in the event with many other teams. This would be the last venue they would participate in and there would be a closing ceremony required. He stated that a committee could be appointed to take care of the logistics,as well as the closing ceremony.Mayor Mondy asked if this would be for 2006 only or ongoing. Mr.Witter explained that this would be an event that the FC Texas and Panda Cup USA would like to see staged in Wylie as an ongoing event. Mayor Mondy stated that he felt this would be good for the City. He explained that Frisco did the same thing for baseball and now hosts that event every year. Mayor Mondy asked about parking. Mr.Witter stated that from an attendance standpoint,this could be worked out. Representatives/Council Discussion Alex Shindler residing at 3 712 Palmwood Ave., Fort Worth Texas and representing Panda Cup USA addressed Council stating that his organization was interested in opening international relations with other countries. He explained that he had spent time in China and not only would top teams from China be coming but delegations, national staff and officials from that country. This is a long term program whereby exchanges can be made between cities with ideas in culture, business, Minutes—February 14,2006 Wylie City Council Page 8 and education. These are potential students for exchange between countries. He stated that one of the teams was chosen from area students and would compete with other teams. Eddie Roberts representing Wylie Youth Soccer stated that the committee could use students and team players to sell tickets and perform other volunteer work that would be needed. Mr. Shindler explained that local television stations would come, as well as, Beijing television to film the event. Mayor Mondy asked what the cost would be to the City. Mr. Witter stated that at this time he did not have an exact amount but had done some research regarding Oklahoma State which provides a similar event and they were setting a budget of$5,000. He explained that some revenue could be procured from advertising sales and other means. He explained that he could work with the committee to come up with a definitive cost. He stated that the tentative date might be April 1 1th or 12th Councilman Porter asked if this would be an annual event. Mr. Shindler stated yes, it was built to be an annual event in Wylie. Mayor Pro Tem Hogue asked if the City would be taking the lead with the organization. Mr. Witter stated that he had spoken to the City Manager regarding a committee that would consist of City representatives, school personnel, chamber of commerce and other organizations within Wylie. Councilman Young asked how the housing would be set up. Mr. Shindler stated it would be an exchange of residents hosting the team players. Mr. Shindler explained that a letter had been sent to officials in China by Texas Senator Pete Sessions inviting/welcoming the delegation to the United States for these events. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Porter to approve Wylie as a venue for the Panda Cup USA 2006 with approval of WISD as the event location. A vote was taken and passed 7-0. 10. Consider and act upon acceptance of the resignation of Ronnie Rogers and the appointment of a new member to the Parks and Recreation Board for the unexpired term of February 2006 to July 2007. (M. Sferra,Public Services Director) Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Newsom to accept the resignation of Ronnie Rogers and re-appoint Frankie Delgado to the Parks and Recreation Board for the unexpired term of February 2006 to July of 2007. A vote was taken and passed 7-0. READING OF ORDINANCES TITLE & CAPTION APPROVED BY COUNCIL AS REQUIRED BY WYLIE CITY CHARTER,ARTICLE III, SECTION 13-D. City Secretary Carole Ehrlich read captions to Ordinances 2006-08 and 2006-09 into the official record. ADJOURNMENT With no further business before Council, a motion was made by Councilman Newsom, seconded by Councilman White to adjourn the meeting at 7:16 p.m. Consensus of Council was to adjourn. John Mondy,Mayor ATTEST: Carole Ehrlich,City Secretary Minutes—February 14,2006 Wylie City Council Page 9 Wylie City Council AGENDA REPORT _: Meeting Date: February 28, 2006 Item Number: B (City Secretary's Use Only)Department: City Secretary Prepared By: Carole Ehrlich Account Code: 100-5181-56080 Date Prepared: February 28, 2006 Budgeted Amount: $45,000.00 (all advertising) Exhibits: One S u b'ect Consider, and act upon, an agreement between the City of Wylie and The Dallas Morning News for the purpose of employment recruiting advertising. Recommendation Motion to approve a contract between the City of Wylie and the Dallas Morning News for the purpose of employment recruiting advertising. Discussion The City of Wylie has contracted with the Dallas Morning News for the past two (2) years at a rate reduced from the standard rates. The Dallas Morning News has submitted a new proposed contract that will begin March 1, 2006, and terminate February 28, 2007 for employment recruitment only. The old line rate (non-contracted), prior to 2004, was $23.00 per line. The contracted rate for 2004 was $8.00 per line and the rate for 2005 was $7.50 per line, plus three required add-on products. The add-on products increased the total ad rate by approximately $157.00 per ad. Under the proposed contract, the per line rate will be $8.40 with no additional products, thereby saving substantially on each ad placed. It is anticipated that we will expend approximately $10,000 during this period for employment ads, which is slightly less than the $14,000 spent between March 2005 to February 2006. Approved By Initial Date Department Director City Manager Page 1 of 1 Q wPage 1 of 2 a1J$ I 1X1t1M N'ihQ; Contract CLASSIFIED Advertising Contract February 1,2006 Automotive Real Estate ■ Recruitment City of Wylie (Account# 054431904) Hereinafter referred to as Advertiser hereby contracts with THE DALLAS MORNING NEWS for consumption of not less than $10,000 (Ten Thousand Dollars) of advertising,through the use of classified advertising(all publications—The Dallas Morning News,Quick,Al Dia),to be published within twelve(12)months,such advertising to pertain solely to the business of the Advertiser as now conducted,for which the Advertiser agrees to pay at the office of The Dallas Morning News at Dallas,Texas,in accord with the attached schedule of rates. The term of this agreement is for the period beginning March 1,2006 and ending February 28,2007 . $10,000 The Dallas Morning News will provide Advertiser with monthly revenue updates summarizing Dollar Volume Contract the advertising revenue spent by Advertiser. If during the Contract Period,Advertiser does not achieve the contracted dollar volume level DMN Sunday Rate(per line) $8.40 specified above,Advertiser will be billed and agrees to pay the difference between the amount DMN Daily Rate(per line) $6.16 billed at the discounted rate for the contracted dollar volume level and amount that would have been billed at the rate for the actual dollar volume level. For example,if the contracted dollar volume level is$500,000 Dollars and Advertiser's actual dollar volume is$400,000,Advertiser Bold Line Rate would be charged the difference between the discounted rate charged at the$500,000 dollar 1 line per ad $25.00 volume level and the rate charged for the$400,000 Dollar volume level based upon actual 2 lines per ad $44.00 advertising volume. Such amount will be due and payable immediately upon receipt of the 3+ lines per ad $57.00 invoice. The Dallas Morning News may,during the term of this Agreement,offer different discount Working Smart(per line) $3.36 programs,designate new Dollar Volume Levels and frequency requirements for advertising. These changes will not be applicable to this Agreement.Rather,the rates and discounts described JobCenter Products in this Agreement will apply to the entire Contract Period,except as provided in the Further Online(Ad listed for 7 days) Conditions attached hereto. In the event any tax is imposed on advertising,Advertiser agrees to pay all such taxes,fees and surcharges. Posted on jobcenter.dallasnews.com • $132.00 In-column This Agreement and the attached Further Conditions represents the only Agreement between the • $274.00 Display(ad listed for 30 parties and may not be modified except in writing signed by both parties. Upon termination of days) this Agreement,the terms of this Agreement will not be renewable except by written agreement Kiosks-7 day posting of the parties. The Dallas Morning News is under no obligation to provide the same discount programs or to continue any discounting upon termination of this Agreement. • $25.00 Diversitylnc.com Upon expiration of the contract term specified above,the contract will continue on a month-to- • $45.00 In-column(listed for 7 month basis at Publisher's then current advertising rates. Either party may terminate the month- days) to-month contract with thirty days'written notice to the other party. • $80.00 Display(listed for 30 days) HotJobs.com The Display rates of Publisher are based upon the volume or number of inches used by its $129(listed for 30 days) advertisers.The rates specified herein are to apply only in the event the number of insertions Metro North Zone Rate(per line) contracted for is used by the Advertiser.An insertion refers to advertising space used on a specific day.Multiple advertisements used in one day are considered one insertion. Daily Rate(Per Line) $3.15 Sunday Rate(Per Line) $4.20 The entire contract is expressed on the face hereof and in the additional Further Conditions Wylie/Murphy Neighbors attached hereto and no verbal agreements,provisions or conditions exist with respect thereto. Saturday Publication(Per Line) $0.63 Sinned: The Dallas Morning News City of Wylie 508 Young Street 2000 N Highway 78 Dallas,TX 75202-4808 Wylie,Texas 75098 BY: BY: NAME: LISA VIRGOE NAME: TITLE: CLASSIFIED RECRUITMENT ADVERTISING DIRECTOR TITLE: DATE: DATE: Page 2 of 2 FURTHER CONDITIONS OF THIS CONTRACT 1. The Publisher reserves the right to edit or reject any advertising tendered under this contract. 2. Payment by Advertiser must be made in Dallas,Texas,and shall be made not later than the 15th of the month for space billed in the preceding calendar month.The Publisher and Advertiser agree that this contract is performable in Dallas County,Texas. Any amount not paid in full by the due date will be considered overdue and incur interest at a rate of 1.5%per month or the maximum amount permitted by law,whichever is less 3. The rates of Publisher as set forth in this Agreement are based upon an assumed classification for the advertising being placed.If at any time the Publisher determines that the advertising being placed does not qualify for the rates set forth,then Publisher shall notify Advertiser that any further inserts run pursuant to this agreement shall be run at a revised rate.Advertiser agrees to pay to Publisher the revised rate for any insertions run after Advertiser has received notice that the rate has been revised and has been advised of the amount of the revised rate.If the advertiser chooses not to pay the revised rate,then the Advertiser must so advise Publisher before any additional insertions are run.If the Advertiser gives notice to Publisher that Advertiser will not pay the revised rate,then this Agreement shall be terminated and the parties shall have no further liability to each other except for amounts owing for advertising run prior to Publisher's receipt of such notice from Advertiser. Upon contract termination,all advertising will be billed at the appropriate rate card rates. 4. Advertisements are to be inserted in accordance with the Publisher's rules of composition,position,and shape. 5. If the Advertiser specifies position,then the Advertiser agrees to pay the rate for such specific position provided the desired position is available.The Publisher does not agree to accommodate a request for a specified position.If a specified position requested by an Advertiser is not available,then the Publisher may position the copy in any position according to the Publisher's rules of composition,position and shape unless the Publisher is notified in writing by the Advertiser that the copy is to be printed only in the specified position and the Advertiser agrees to pay the applicable rate of any copy printed in other than the specified position. 6. In the event the Advertiser fails to make payment as agreed,the Publisher and Advertiser agree that Publisher may at any time discontinue the advertising of Advertiser and cancel this contract.Cancellation of the contract shall in no way affect the obligation of the Advertiser to pay amounts due at the time of cancellation. 7. In case of omission or error in an advertisement as presented,the Publisher shall not be liable for damages,but in such event the Advertiser's sole remedy shall be that the Advertiser shall not be liable for the entire cost of the advertisement. The publisher will determine the%of effective cost due to error and reduce the entire cost of the ad by this%amount. Publisher is the sole judge. 8. Advertising running consecutively will be carried until new copy is furnished or the advertising is ordered suspended.All orders changing copy or suspending an advertisement must be made in writing. 9. In the event of default or other breach of the Advertiser in the undertaking herein,and suit thereon,Advertiser agrees to pay all attorneys fees and costs incurred by Publisher. 10. While this contract is in effect,should any conditions arise which affect the cost of newspaper operation such as,imposition by the Government of a sales tax or increased material or production costs,the Publisher reserves the right to increase the advertising rates named on the reverse side hereof or incorporated,herein by reference.In such event,however,the Publisher must give the Advertiser at least thirty(30)days'notice thereof and if such increase is not satisfactory to the Advertiser,then the Advertiser shall have the privilege of canceling this contract. 11. Advertiser represents and warrants that the material provided by Advertiser for publication in accordance with this Agreement is true,accurate,and correct. Advertiser agrees to indemnify and hold harmless Belo and its directors,officers,agent and employees against and from all claims,exposure,liability,loss,or damage,including reasonable attorney's fees,alleged to be caused by or arising wholly or in part out of the publication of advertiser's material hereunder. 12. This contract made and entered into under Publisher's current published schedule of rates in effect on the date hereof,and by reference such schedule is expressly made a part hereof.Advertiser assumes responsibility for acquainting Advertiser with such current published schedule of rates and Advertiser agrees that Advertiser shall be deemed to know such current published schedule of rates. 13. Advertiser agrees to submit to Publisher in writing,all claims of errors in the statement of account submitted by Publisher within thirty(30)days of billing date.All such claims not submitted shall be considered waived. 14. In the event that Publisher's form"Application for Credit"has been completed and submitted by Advertiser in connection with this contract,Advertiser warrants that the information contained therein is true and correct,and agrees that the making of any false statements therein constitutes a material breach of this agreement. 15. Any Application for Credit executed by Advertiser is hereby made a part of this Contract and incorporated herein fully by reference. 16. The Advertiser,and the person signing in Advertiser's behalf if any,warrants they have the authority to make and sign this agreement. 17. The Advertiser agrees to assume liability for and make payment for all advertising published pursuant hereto in the event the Advertiser's business is sold, merged or otherwise transferred,until such time as a contract is entered into between Publisher and the new owner. 18. Space contracts and frequency contracts are automatically renewed for successive periods of one(1)year rates in effect at time of renewal.Either party may decline such renewal by written notice to the other thirty days prior to the expiration date of the current contract.One-time frequency contracts will not be renewed automatically. Wylie City Council '- AGENDA REPORT Ji Meeting Date: February 15, 2006 Item Number: C De artment: Finance (City Secretary's Use Only) p Prepared By: Larry Williamson Account Code: N/A Date Prepared: February 15, 2006 Budgeted Amount: N/A Exhibits: One S u b'ect Consider, and act upon, Resolution No. 2006-07(R) designating the Finance Director and the City Manager as authorized representatives to invest City funds in the Texpool Money Market Account and authorizing the Senior Accountant selected information authority. Recommendation Motion to approve Resolution No. 2006-07(R) designating the Finance Director and the City Manager as authorized representatives to invest City funds in the Texpool Money Market Account and authorizing the Senior Accountant selected information authority. Discussion The City currently utilizes Texas Local Government Investment Pool ("TexPool") as an investment option. Texpool is a money market account under the oversight of the Comptroller of Public Accounts. Administrative and investment services are provided to TexPool by Lehman Brothers, Inc. and Federated Investors, Inc. The City has been a TexPool participant for many years and has received excellent service. Due to changes in personnel within the Finance Department it is necessary to change the authorized representatives in TexPool. To do so requires a resolution of the governing body. Authorized representatives are the only people within the City allowed to make transactions with TexPool on behalf of the city. Authorized representatives for the City would be Larry Williamson, Finance Director and Mark B. Roath, City Manager. Mr. Williamson would be designated as the Primary Representative. The City Investment Policy allows participation in TexPool and further allows Mr. Williamson, as Investment Officer, or his designee to effect necessary transactions with TexPool. In addition, the Senior Accountant, Melissa Beard, would be authorized to perform only inquiry of selected information with passage of this resolution. Approved By Initial Date Department Director City Manager Page 1 of 1 RESOLUTION NO. 2006-07 (R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, AUTHORIZING PARTICIPATION IN TEXPOOL AND DESIGNATING AUTHORIZED REPRESENTATIVES WHEREAS, the City of Wylie, Texas, ("Participant") is a local government or state agency of the State of Texas and is empowered to delegate to the public funds investment pools the authority to invest funds and to act as custodian of investments purchased with local investment funds; and WHEREAS, it is in the best interest of the Participant to invest local funds in investments that provide for the preservation and safety of principal, liquidity, and yield consistent with the Public Funds Investment Act; and WHEREAS, the Texas Local Government Investment Pools ("TexPool"), public funds investment pools, were created on behalf of entities whose investment objectives in order of priority are preservation and safety of principal, liquidity, and yield consistent with the Public Funds Investment Act. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: That the individuals, whose signatures appear in this Resolution, are authorized representatives of the Participant and are each hereby authorized to transmit funds for investment in TexPool and are each further authorized to withdraw funds from time to time, to issue letters of instruction, and to take all other actions deemed necessary or appropriate for the investment of local funds. SECTION 2: That an Authorized Representative of the Participant may be deleted by a written instrument signed by all remaining Authorized Representatives provided that the deleted Authorized Representative (1) is assigned job duties that no longer require access to the participant's TexPool/TexPool Prime account or (2) is no longer employed by the Participant; and SECTION 3: That the Participant may by Amending Resolution signed by the Participant add an Authorized Representative provided the additional authorized Representative is an officer, employee, or agent of the Participant; Names of the authorized representatives of the Participant are: 1. Name Larry Williamson Title Finance Director Signature Phone- 972/442-8141 Fax- 972/442-8105 Email- larry.williamson@wylietexas.gov Resolution No.2006-07(R) Texpool Authorization 2. Name Mark B. Roath Title City Manager Signature Phone- 972/442-8121 Fax- 972/442-4302 Email- mark.roath@wylietexas.gov Name of the Authorized Representative that will have primary responsibility for performing transactions and receiving confirmations and monthly statements under the Participation Agreement is: 3. Name Larry Williamson Title Finance Director Signature Phone- 972/442-8141 Fax- 972/442-8105 Email- larry.williamson@wylietexas.gov The authorized representative designated to perform inquiry only of selected information is: 4. Name Melissa Beard Title Senior Accountant Signature Phone- 972/442-8144 Fax- 972/442-8105 Email- melissa.beardwylietexas.gov SECTION 4: That this resolution and its authorization shall continue in full force and effect until amended or revoked by the Participant, and until TexPool receives a copy of any such amendment or revocation. And, that this resolution supersedes all prior authorized representative designations. THIS RESOLUTION IS HEREBY INTRODUCED AND ADOPTED by the Participant at its regular/special meeting held on the 28th day of February, 2006. NAME OF PARTICIPANT: City of Wylie John Mondy, Mayor ATTEST: Carole Ehrlich, City Secretary Resolution No.2006-07(R) Texpool Authorization Wylie City Council '- AGENDA REPORT Ji Meeting Date: February 28, 2006 Item Number: D De artment: Streets (City Secretary's Use Only) p Prepared By: Jim Holcomb Account Code: 100-5411-54210/58210 Date Prepared: February 17, 2006 Budgeted Amount: $ 150,000 Exhibits: Two S u b'ect Consider, and act upon, a contract to Resendiz Concrete Construction based upon a flat rate for miscellaneous concrete repair and construction. Recommendation Motion to approve a contract to Resendiz Concrete Construction based upon a flat rate bid for miscellaneous concrete repair and construction. Discussion The Streets Division currently orders concrete paving repairs on a job-by-job basis. The scope of each repair project is typically small and the contractor's rates will vary according to the current market price for concrete. Funding for such repair work is budgeted in account 100-5411-54210 (streets and alleys maintenance). The operating budget for fiscal 2006 also includes an allocation of $150,000 in the Streets capital improvement account (100-5411-58210) for major concrete street repairs. Staff believes that it is in the best interest of the City to award a fixed-rate contract for the repair of concrete streets and sidewalks. Competitive sealed bids have been solicited in accordance with Chapter 252 of the Texas Local Government Code to establish a contract for miscellaneous concrete repair and construction. The term of the contract would be for a period of three years with an option to renew for two successive one year periods. The bid, broken down by various types of concrete work, provides a flat rate that will remain firm for a minimum of one year. The contractor may submit written notice of a price increase 60 days prior to the anniversary date of the contract. The following bid was submitted by Resendiz Concrete Construction. 6 inch concrete flatwork - $6.17 per square foot 8 inch concrete flatwork - $8.65 per square foot Saw-cut& remove 6 inch concrete - $2.45 per square foot Saw-cut& remove 8 inch concrete - $2.95 per square foot 4 inch sidewalk, remove & replace - $6.58 per square foot 4 inch sidewalk, new construction- $4.29 per square foot Approved By Initial Date Department Director City Manager Page 1 of 2 CONTRACT STATE OF TEXAS } COUNTY OF COLLIN } THIS AGREEMENT, made and entered into this 28th day of February, 2006, by and between The City of Wylie, a municipal corporation of the County of Collin and the State of Texas, Party of the First Part (hereinafter termed "City"), and Resendiz Concrete Construction of the City of Wylie, County of Collin and State of Texas, Party of the Second Part (hereinafter termed "Contractor"). WITNESSETH: That for and in consideration of the payments and agreements hereinafter set forth, the City and Contractor agree as follows: THE CONTRACTOR shall perform all of the work as specified in the contract documents, generally described as: MISCELLANEOUS CONCRETE REPAIRS & CONSTRUCTION and all extra work in connection therewith under the terms of the contract documents and, at Contractor's own proper cost and expense, shall furnish all materials, supplies, machinery equipment,a ui ment, tools, superintendence, labor, insurance and other accessories and services necessary to complete said work in accordance with the conditions and prices stated in the bid attached hereto. THE CITY shall pay the Contractor for the performance of the work based upon the rates contained in the Contractor's Bid Submittal, subject to additions or deductions by change order or as otherwise provided in the contract documents. THE CONTRACT D O CUM EI T S shall consist of this written agreement, the b i d specifications, Contractor's Bid Submittal and the construction plans, all of which constitute the entire agreement between the City and the Contractor, and are as fully a part of this contract as if attached to or repeated in this agreement. IN WITNESS WHEREOF, the parties have executed this agreement in the year and day first above written. CITY OF WYLIE CONTRACTOR By: By: Attest: INSTRUCTIONS/TERMS OF CONTRACT Sealed bids shall be received for: Miscellaneous Concrete Repair& Construction To providecommencing for a contract on or about March 1, 2006 and continuing for a period of three years, with an option to renew for two successive one year periods upon mutual agreement of both parties. Each bidbe placedshall in a separate sealed envelope, manually signed in ink by a person having the authority to bind the firm in a contract and marked clearly on the outside as outlined. that the Cityreserves the right to accept or reject any/or all bids for any or all It is understood g products and/or services covered in this bid request and to waive informalities or defects in bids, or to accept such bids as it shall deem to be in the City's best interest. Altering Bids: Bids cannot be altered or amended after submission deadline. Any alteration or erasure made before the bid opening must be initialed by the signer of the bid, guaranteeing authenticity. Withdrawal of bids: A bid may not be withdrawn or cancelled by the bidder for a period of ninety (90) days s following the date designated for the receipt of bids, and bidder so agrees upon submittal of bid. Sales Tax: The Cityby i s, statute, exempt from state sales tax and federal excise tax; therefore, the bid price shall not include taxes. Contract: This bid, when accepted by the City, shall constitute a contract equally properly binding between the successful bidder and the City of Wylie. No different or additional terms will become part of this contract, with the exception of a Change Order. CHANGE ORDERS: No oral statement of any person shall modify or otherwise change, or affect the term, conditions or specifications stated in the resulting contract. All change orders to the P contract will be made in writing by the Purchasing Agent. DELIVERY CHARGES: All delivery charges (FOB storage sites) shall be included in the bid price. COIFLIC: INTEREST: No public official shall have interest in this contract, in accordance with Vernon:s Texas Codes Annotated, Local Government Code Title 5, Subtitle C, Chapter 171. EXCEPTION/SUBSTITUTIONS: All bids meeting the intent of this invitation to bid will be considered for award. Bidders taking exception to the specifications, or offering substitutions, shall state these exceptions in the section provided or by attachment as part of the bid. The absence of such a list shall indicate that the bidder has not taken exceptions and shall hold the bidder responsibleto perform erform in strict accordance with the specifications of the invitation. The Cityreserves the right to accept or reject any and/or all exception(s) or substitution(s). g eP ADDEN DA:A: Any interpretations,retations corrections or changes to this Invitation To Bid and Specifications by 1 tions will be made addenda. Sole issuing authority of addenda shall be vested in the Purchasing Agent. Addenda will be mailed to all who are known to have received a copy of this c g g ent Invitation To Bid. Bidders shall acknowledge receipt of all addenda. DESIGN STRENGTH, UALITY of materials and workmanship must conform to the highest standards of manufacturing and engineering practice. WINIMUM STANDARDS FOR RESPONSIBLE PROSPECTIVE BIDDERS: A prospective bidder must affirmatively demonstrate bidder's responsibility. A prospective bidder must meet the following requirements: 1. have adequate financial resources, or the ability to obtain such resources as required; 2. be able to comply with the required or proposed delivery schedule; 3. have a satisfactory record of performance; 4. have a satisfactory record of integrity and ethics; 5. be otherwise qualified and eligible to receive an award. The City mayrequest representation and other information sufficient to determine bidder's ability q to meet these minimum standards listed above. BIDDER SHALL PROVIDE with the bid response, all documentation required. Failure to provide this information may result in rejection of bid. SUCCESSFUL BIDDER SHALL defend, indemnify and save harmless the City of Wylie and all its officers, agents and employees from all suits, actions, or other claims of any character, name P and description brought for or an account of any injuries or damages received or sustained by any Person, persons, or property on account of any negligent act or fault of the successful bidder, or of anyagent, employee, performance under, any contract which may result form bid award. Successful bidder shall pay any judgment with cost which may be obtained against the City growing out of such injury or damages. INS CE: The successful bidder shall provide proof of insurance coverage, as follows, with the City named as coinsured. 1. Worker's Compensation, as required by Texas Law. 2. Automobile Liability Insurance with minimum limits (each occurrence) of $300,000 for bodily injury and $100,000 for property damage. 3, Comprehensive General Liability Insurance with minimum limits (each occurrence) of 3 00,000 for injury or death and $100,000 for property damage. TERMINATION OF CONTRACT: This contract shall remain in effect until contract expires or is terminated by either party with a thirty (30) days written notice prior to any cancellation. The successful bidder must state therein the reasons for such cancellation. The City of Wylie reserves the right to award canceled contract to next lowest and best bidder as it deems to be in the best interest of the City. TERMINATION FOR DEFAULT: The City reserves the right to enforce the performance of this contract in any manner prescribed by law or deemed to be in the best interest of the City in the event of breach or default of this contract. The City reserves the right to terminate the contract immediately in the event the successful bidder fails to: 1 meet delivery or completion schedules, or 2) otherwise perform in accordance with these specifications. Breach of contract or default authorizes the City to award to another bidder. PAYMENT will be made upon completion and acceptance by the City of all work ordered and receipt of a valid invoice, in accordance with the State of Texas Prompt Payment Act, Article 601fv.T.C.S. W Y: Successful bidder shall warrant that all work shall conform to the proposed specifications and/or all warranties as stated in the Uniform Commercial Code and be free from all defects in material, workmanship and title. REMEDIES: The successful bidder and the City agree that both parties have all rights, duties, and remedies available as stated in the Uniform Commercial Code. VENUE: This agreement will be governed and construed according to the laws of the State of Texas. This agreement is performable in Collin County, Texas. ASSIGNMENT: The successful bidder shall not sell, assign, transfer or convey this contract, in whole or in part, without the prior written consent of the City. SILENCE OF SPECIFICATION: The apparent silence of these specifications as to any detail or the apparent omission from it of a detailed description concerning any point, shall be regarded as meaning that only the best commercial practices are to prevail. All interpretations of these specifications shall be made on the basis of this statement. ANY QUESTIONS concerning this Invitation To Bid and Specifications should be directed to the Purchasing Agent, 972-442-8142. SPECIFICATIONS AND BID SUBMITTAL The following specifications are intended to describe the minimum requirements for concrete construction and repair. The bid shall be based on a fixed rate per square yard of concrete pavement or square foot of sidewalk, as required. A fixed rate bid shall also be provide Dr saw cut and removal of existing concrete flatwork. The City estimates the average annual requirements for concrete flatwork to be approximately I,500 square yards. This estimate does not constitute an order, but only implies the City's probable requirements for the contract period. Work performed under the contract will be ordered and scheduled on an as needed basis. The contractor shall furnish all labor, materials and equipment necessary to complete concrete repairs or new construction in accordance with the City's specifications and scheduling for each project. Unless otherwise stated herein, all materials, equipment and construction methods covered under this contract shall conform to the Standard Specifications for Public Works Construction as published by the North Central Texas Council of Governments. Bid prices shall remain firm for a period of one year. Contractor shall provide written notification to the City of any proposed price increase sixty days prior to the contract anniversary date. Bid Amount 6 Inch Concrete Flatwork $ , -` -�F Isq. yd. _54 , • 8 Inch Concrete Flatwork $ ifef ‘,-f�- iSq. yd. q if Saw-Cut & Remove 6 Inch Concrete Saw-Cut & Remove 8 Inch Concrete $ 4 Inch Sidewalk, Remove & Replace � ��41- /sq. ft. 4 Inch Sidewalk, New Construction /sq. ft. Bidder Name and Address: �SnS e C2(40 //eP-5e4l1'�-4 a9/We7le_(269/),Eae-- /q(9,co �-/[� 7,5 Phone: (P7 ) 4/ //2?-4/7 Fax:�70?) yy —/�� Ce// g0g--77W Authorized Si n- - e =nd "rre: CITY OF WYLIE, TEXAS PAVING NOTES 1.CONCRETE FOR ALL STREETS SHALL BE IN ACCORDANCE WITH NCTCOG,FOURTH EDITION,OR AS AMENDED CLASS NC'CONCRETE(3,600 P.S.I.COMPRESSIVE 28 DAYS).ITEM 303.3.4.2(a)AND ITEM 303.5.62 HAND. 2.REINFORCING STEEL SHALL BE DEFORMED BARS NO.3 ON 18 INCH CENTERS OR NO.4 BARS ON 24 INCH CENTERS. REINFORCING SHALL BE IN BOTH DIRECTIONS ON CENTER. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM 615,616 AND 617. 3.ALL REINFORCING STEEL SHALL BE TIED(100%). REINFORCING STEEL SHALL BE SET ON PLASTIC CHAIRS. BAR LAPS BE MINIMUM 30 DIAMETERS.NO STEEL SHALL BE PLACED UNTIL THE SUBGRADE HAS BEEN TESTED AND PASSED. 4.EXPANSION JOINTS SHALL BE SPACED EVERY 600 FEET,AT ALL INTERSECTIONS AND CHANGES IN DIRECTION OF PAVING. ALLEYS SHALL HAVE A MINIMUM OF TWO EXPANSION JOINTS. 5.SAWED TRANSVERSE DUMMY JOINTS SHALL BE SPACED EVERY 15 FEET OR 1.25 TIMES LONGITUDINAL BUTT JOINT SPACING WHICHEVER IS LESS. SAWING SHALL OCCUR WITHIN 5 TO 12 HOURS AFTER THE POUR INCLUDING SEALING. OTHERWISE THE SECTION SHALL BE REMOVED AND LONGITUDINAL BUTT JOINT CONSTRUCTED. 6.IF DIRECTED BY THE ENGINEER SUBGRADE UNDER PAVEMENTS SHALL BE A MINIMUM OF 7 INCHES OF LIME TREATED SUBGRADE. ONLY HYDRATED UME SHALL BE UTILIZED. OPTIMUM LIME SHALL BE APPLIED. OPTIMUM LIME CONTENT SHALL BE DETERMINED DURING THE EXCAVATION BY THE USE OF A LIME SERIES TEST. LIME SERIES TEST SHALL BE TAKEN ALONG THE EXCAVATION AT ALL CHANGES IN SOIL AND A MINIMUM OF 300 FEET. UME SERIES SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY APPROVED BY THE CITY. 7.LIME TREATED SUBGRADE SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. MOISTURE CONTENT SHALL BE WITHIN-2 TO *4 OF OPTIMUM. DENSITY TEST RESULTS SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY APPROVED BY THE CITY. ALL RESULTS SHALL BE PROVIDED TO THE CITY.SUBGRADE TESTING SHALL BE IN ACCORDANCE WITH NCTCOG ITEM 303.5.1 SUBGRADE. 8.LIME TRIMMINGS ARE NOT ACCEPTABLE FOR ANY USE. 9.ALL FILL SHALL BE COMPACTED BY MECHANICAL METHODS. MAXIMUM LOOSE LIFT FOR COMPACTION SHALL BE 8 INCHES. ALL LIFTS SHALL BE TESTED FOR DENSITY BY AN INDEPENDENT LABORATORY APPROVED BY THE CITY. DENSITY REQUIREMENT SHALL BE AS SHOWN ON THE PLANS FOR THE TYPE OF MATERIAL CALLED FOR IN THE PLANS. 10.ALL DISTURBED AREAS OF ROADWAY WORK SHALL HAVE GRASS ESTABLISHED IMMEDIATELY. GRASS SHALL MEET THE REQUIREMENTS OF ITEM 202,LANDSCAPING,OF NCTCOG SPECIFICATIONS, FOURTH EDITION OR AS AMENDED. 11.ALL AREAS TO BE EXCAVATED OR FILLED SHALL HAVE EROSION CONTROL PLACED PRIOR TO COMMENCING EARTHWORK. EROSION CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE PROJECT IN ACCORDANCE WITH NCTCOG ITEM 201,FOURTH EDITION OR AS AMENDED. 12.ALL SIDEWALKS SHALL INCLUDE BARRIER FREE RAMPS AT INTERSECTING STREETS,ALLEYS, DRIVEWAYS,ETC. BARRIER FREE RAMPS SHALL MEET CURRENT ADA REQUIREMENTS,BE INSTALLED BY THE DEVELOPER AND BE APPROVED BY THE TEXAS LICENSING BOARD. 13.SIDEWALKS SHALL BE DOWELED INTO PAVEMENT WHERE IT ABUTS DRIVEWAYS. EXPANSION JOINT MATERIAL SHALL BE USED AT THESE LOCATIONS. 14.NO VEHICLES SHALL BE PERMITTED ON CONCRETE PAVEMENT WITHOUT APPROVAL FROM THE CITY.THE CITY WILL MAKE DETERMINATION BASED ON CONCRETE BREAK REPORT. 15.CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR REVIEW PRIOR TO PRECONSTRUCTION MEETING.REVISE THE FIRST PARAGRAPH OF NCTCOG SPEC.303.2.1.3 COARSE AGGREGATE TO READ "CRUSHED STONE SHALL CONSTITUTE 100%OF THE COARSE AGGREGATE. 16.ALL PAVING FOR PARKING SHALL BE MIN.5"THICK 3,600 P.S.I.CONCRETE SUBJECT TO CITY ENGINEER APPROVAL. 17.ALL AREAS NOT UNDER PAVING,INCLUDING ALL FRANCHISE UTILITY EASEMENTS,SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 92 PERCENT OF THE MAXIMUM DENSITY. 18.CONCRETE PLANTS SHALL CONFORM TO TXDOT ITEMS 520 AND 522. TRANSVERSE CONTRACTION JT ON 15' CNTRS NO. 3 DEFORMED �AR/ABLE �BARS 18' FULL DEPTH SAW CUT-TRANSVERSE OR � O.C.E.W.\ � LONGITUDINAL BUTT JOINT • (/J i.iiiT,�-i:yi�i�'. 3/4'DOWELS ON . �G��/�/�✓////✓//// � - . 12'CENTERS 6"MIN. 8'MAX. 3600 P.S.I. CONCRETE� �REMOVE& REPLACE alST. CONC. PV,Nr IX/ST. CONC. PVMT. (TO REMAIN INTACT) QASE B/D NATIVE MATERIAL COMPACTED TO 95% STD. PROCTOR. ALTERNATE BID 7'LIME TREATED SUBGRADE 36PSY OR 7 1/2% BY WT. CONCRETE STREET REPAIR CITY OF WYLIE, TEXAS Wylie City Council (01 L.] AGENDA REPORT Meeting Date: February 28, 2006 Item Number: E De artment: Plannin g (City Secretary's Use Only) p Prepared By: Renae' 011ie Account Code: N/A Date Prepared: 02/17/06 Budgeted Amount: N/A Exhibits: One S u b'ect Consider, and act upon, a Preliminary Plat for the New Heights Baptist Church located west of Hooper Road and east of Regency Business Park Addition Phase 2. Recommendation Motion to approve a Preliminary Plat for the New Heights Baptist Church located west of Hooper Road and east of Regency Business Park Addition Phase 2. Discussion The Preliminary Plat under consideration will create a single lot on 6.9357 acres. The subject property has never been platted as a legal lot of record. The tract was rezoned from Industrial (I) to Business Center (BC) District in February 2002. Church/House of Worship is a permitted use within the Business Center (BC) Zoning District. The Preliminary Plat complies with all applicable technical requirements of the City of Wylie. Planning and Zoning Commission approved a Site Plan for the subject property on February 7, 2006 Approved By Initial Date Department Director City Manager Page 1 of 1 1 OWNER'S CERTIFICATE I.0 ACRES tV r ut ATE of c.1TEXAS JfJAN C. DIA3 EVEL YN IMCCURLEV . VOL. 2453. PO. 536 VOL. 4470• PO. 1097 L.R.C.C.T. I DaPtillintaitii:Vsiatt79 CHSE. StJRVEYDR'sCBRT-f-CATE SEGiNNiNG p� icrvar 'panoJ ��d ids of Co1fn C' s psi rd/d'n..— Num,15E14,0.KN41W ALL WN IdY tilt t 1 ktbtor I �•I.sr'r��p/ of t veo ax#y,Texas.■ rig more THAT I,Harald D-F�aty NI, },may arm the I prrDBrad this at from an '� = IIT iRF FT 51 OOBOER pardwlarfy d/at^bedaa fwre atual anthe.5.•ELT'.. 0� •. > at-0d8 I + !�"`1�• I�—r...�I—) � thi Land HacDrda o1 t:olln CO y,I■x�s; - -FF.t! 01 mm-4 pc.W. WA lips of HDo er oad,a Registered Profsasional Land Surveyor No 6031 .,RlA�L��� - 22 � � R L�T � �F�fa a l!2'uon rod wlfi yyelbw plc d H LOCK I �l •71 .■t c:I atpthae Nrrifilaaat com d" 1 i ��-Laond RaCoade d Coi!�Ctlx f�T■�y Uvsd r/cordvd�^�6T4,-I-'age 4sh 6.nil ACRES 89 g�7 3� g cap a o o,2 3 x S C? 7 pTp� ddeg. d of r rir test a won fad r� r D1 s/W r �7ATEE QF T �5 armpid-H.S--'.I kH S CO1INTY OFOWN ! al tract co nUin for r a total-'c'430 to a 1•Iron rod PJafore m.,the antlers p ed aulhrnly,on this dsY orrmnaM appaand HAROLD D. O ! — with low plastic dda ohm v S.C.I. set far corner, rs f 1 Y,lft,ivrawn tD riTe to bs p■rwn whom Arms re stCrleed fo th■ i ,s)0T E {3Q 01 min 21 saC �ft�s�� fug m r 1�'i n th tnMrunwm and adorn ,god to me that he exearty the ea.far the J t r�y few Irk cap s�arr�pvd .�. 'RAM 5Q31 soil;comer in es R�and c eidsration therein stated. / ..,^_ 7-.—^_ Af, — — - — 1larlh Ini■f s■fd 283125 atrvifnc; a a � o A CM TJ-IENCE?Ali o{ //tl l POINT Bp.14199/11 and conpu containing gt,saes or Gwen upon my hand and seal of office thir day of r ��ACRES HIE1kveett of . _. \lit. I1..1mom M end Tor.Sim re Texas foir Lommaran t7(pn■s.— — pP i r' pp ' r1 ar PP..-:`s' lthus �I� ;}, .• '4-,-rrwrw.wrr 3WTtiER ORE.IQEOWALLhAFli SY THE5E PRESEMfS .� �..� -APPROVED FOR PREPARATION OF FINAL PLAT- ~ t _� ft.7V.-iiiii dThyr�,NafEWy HEIGHTS EbaPff 1ST CHUlIRZCCHo do lie / PP #\• /s4+ '18 +ap r8111 ah ddla IM Vof Yv a.14:!rd do hereby dodo'. public tin RECOMMENDED FOR APPROVAL � � �� / w ' f ar tfwqf and .shown hereon end de hereby reserve the samerdetn'�a shmrnit +r D^- :for tltr rnuturi u■.and aeoommodao of g/r cad■dla^agenass xrd aN public� � .. --.. •• V /a d■■)•f1A 1D iM■IX um���a1Fli.p�� _ . a Iha D I� _ OD r.r�r�t�ommrppe�a/r tu.p r/mor■0 7d1,prA d n ,feraca,to s,ar 1 rstruc�o=rt if >n way r, a 11.1 Ihs T .b....MI.r,n..._.r ,. .ria..s.w+rrr �r COrI m YY/D��rqq IQ.^CyefifErl�.CiNe OR Ih./1 t. f"." ,,,and,.a f m and 11rom arW u the eeyg+vilaWp�Kh11/i+t a.n.p the par N �y i k I E. o.fe[O[r �/r,renC^Cgn of l p -,,kg OYtth/ir■�C:,.. R rf�Y.WNires Lilatii 77Uri WF TES-Op9vD04 ae MYnp stirntraEde,ru�s. ttaassf a IrewMao�s�Ldy ob ■xes MRqPaw`l �I rACtiLe + 2�7 AC ACCEPTED REMA I FIRER OF 21.31 ACRES ��t W in■t s my hand this day of _,2U06, PA I GE R.TO ENN I NOTON a�"�itr n ALI f33N 61 NEW HEIGHTS BAPTIST CHURCH ?AMOR.Girt OF rrr 1t'.,TEXAS vATt CLERK'S•2004-0115526 L� '�`""�` J 5 89'3 '6.3'•W 569. Ilz .. II2 T 3 f of texas. 09 s�the Tangoing 112 I `` err yyyp� h�p� f �rH3CO 3✓ �.U7IEO. TEXAS PORE R& . p5 LUUNIOY Uh L: -IN �1 TEXAS POSER A LET Co. �4 577-335 g�fora ate lh/ynd ad authorit,an thi:des ■o aN a eared STEVE FOSTER _ _ �_�7 __ _ _ — k97 ACMES frrawn tD rho to ee l�rreeirpn wdl name Isrn■a to thlP Wftnrsxi my h/nd the day of 2f106. -91H CLLC LINE��_�T— — —' __ _ _ __kn SSMN �'"Qi MI „d � my t at ha ehaewtad the�rm�farfhv —Rim EL-5.. Prep — ELK � � 3T'33''E. Z ar1� TOWER �� � .•{V rJ' •" G Given upon try hand and seal of office this dry or .2[]Ofi. 20' EXPLORER PIPELINE CO. ESAT VOL? 7, PO. 649 - ii2¶ - �Y�Wyf■,7exas PP -20• AERIE NETWORK SERVICES TELECOMMUNICATIONS EASEMENT PER VOL. 4875. PG. 4086. L.R.C.C.T. r NM kNC nun tVotlxyHmec Its and�r me sTafe or t axes fry LammestDn rrre: i% 494452 0.424 ACHES lie. O • F2 M ■ _ -� iiii _ —PP _ Y PP V y q PRELITAW Y PLAT FOR REVfEW PURPOSES ONLY 1 p. ,_,J..., P L A T NEW HEIGHTS BAPTIST N CHURCH ADDITION 11�IRF__.._.._. — - t e.. ACRES I 1 LOT i $ 89',37 ,33 W l300.04' PART Or ze.a1 ACRt8 WILLIAM SACFISE SURVEY. A-1135 CI V OF WVLIE.COLLIN COUP I Y. I ExA6 NLl I tS ■o o p ue 11 Accordirgto E.h1A Flood lnsuranog Rate S..p.Conammit P.O.No.IB�5O3g0 G OW ..a er } 19.79�,ttis propeRy on in Lane 7(.This progsriy does Hat appvarSo fie witltin a 100 yi liPAO!!!!!!6iiiiirr s�tx-Fiats fioad'pin- R III ! 2]BEARING SOURCE:RECORDED PLAT VOL O.PG.414.PR-C.C.T- �/c>tei r•• MIA 41I' •� 111. 3)ALL f2 iRS ARE CAPPED WITH VOLO V PLASTIC CAPS-R-SC.I-RPLS 5131-• ' �d 1 THIg f�S CN OF C��Y "ILCC' `C]� I)� AILAW�T4� �14FUTILITIES OWNER: ` ~^'' 1' NEW HEIGHTS &AFT.,cHURGH AtinfTiON R ...^ A.• 5)NO LOTTO LOT DRAINAGE IS PERMTTED. V LC I N I TY RAP 27.0 S A O A❑WAY •�.LI .., r N.T.S. AARLATJC. T.AS 7SO41 re7Rj Pie-567' IDFFfCEi 1.. e'0s".1..cr.,teas•) LAND SURVEYING[ .'al'..."-.... ) rJ Wylie City Council (01 L.] AGENDA REPORT Meeting Date: February 28, 2006 Item Number: 1 De artment: Plannin g (City Secretary's Use Only) p Prepared By: Renae' 011ie Account Code: N/A Date Prepared: 02/17/06 Budgeted Amount: N/A Exhibits: One S u b'ect Hold and continue a Public Hearing to change the zoning from Agricultural (AG) District to Planned Development(PD) District for mixed uses, generally located south of S.H. 78 and west of Eubanks Road. Recommendation Motion to continue the Public Hearing until March 28, 2006 meeting and thereafter to consider an ordinance to change the zoning from Agricultural (AG) District to Planned Development (PD) District for mixed uses, generally located south of S.H. 78 and west of Eubanks Road. Discussion Owner: TXU Electric Delivery Applicant: Dallas Cothrum of Masterplan This item was tabled by the Planning and Zoning Commission to the March 7, 2006 meeting to allow applicant time to develop PD Conditions and allow time for staff to re-notify. However, because publication and notification of the requested rezoning has been completed in accordance with State Law, some action is required by the Council at the current meeting. The Council should convene the hearing and allow any citizen comment, then table the item to the March 28, 2006 meeting. Approved By Initial Date Department Director City Manager Page 1 of 1 ,,ti. N A o IX C OPOTRACT_ D C ilifRI U) .gyp, - COMMERCIAL ZONi�iG:' \, -- Z SCeI{w FEET ..,. 1 .so8 AG. Q ,. 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DATE liYl9D11_. 'APf�iOV- , ZONING EXHIBIT MAP :rr- .v Ale -it.•- - :-,,.,, . •r - 4,, \` '�'�0 ;4' g ;', ` - -. tT TXU ELECTRIC DELIVERY (lrPlcAL)" muro no.L LAVON SUBSTATION TRACT ?-' - WYLIE, TEXAS itaTAPPRDxWFIE LMNTS DF SPECIAL FLOG-HAIAR-AREF , _ 3`, i J EO 6v,g-sZ FLOG-AL SCALED FROM i.t. - - -- -- k - - uy�- f '- PREPARED 8Y= orSURANCE RATE MAP M0 4B-65C--47-EN RENSEL.....,l9,19. , DEDICATION TO THE aTY OF wYUE ;\L1 l n 1+ J E pE2�q� Y: 1 14.306 AG. _ �-�-;' yQ1,` r n^clf• 1825 MARKET CENTER BLVD.,SUITE 504 6 PA F PARIUIYC $ j 1 ❑ALLAS,TX 75207 - - - ices It. ' _ 1 i rn,1 1214)741-7777 1 . ... .. . , ;i - \ 1 1214]741-3413 Fax 1 r • / SCALE 'Al L /21/05 y r m 7GN p '' BROWN ROAD DRAM By DAMSON ��,rua_T>n W. CHECKER DV , OF 1 L 14 HOOCH Wylie City Council __,=][ir L.] AGENDA REPORT Meeting Date: February 28, 2006 Item Number: 2 De artment: En ineerin g (City Secretary's Use Only) p g Prepared By: Chris Hoisted Account Code: N/A Date Prepared: 2/15/06 Budgeted Amount: N/A Exhibits: N/A S u b'ect Hold a Public Hearing on the updated Land Use Assumptions and Capital Improvements Plan needed for adoption of water and sewer impact fees. Recommendation None. Discussion On January 10, 2006 Council adopted an Ordinance setting the date for a public hearing on the updated Land Use Plan and Capital Improvements Plan. Section 395 of the Local Government Code specifies the process necessary for the implementation of impact fees. The Impact Fee Advisory Committee met on February 21st to file written comments on the proposed Fees. Approved By Initial Date Department Director City Manager Page 1 of 1 Wylie City Council (01 L.] AGENDA REPORT Meeting Date: February 28, 2006 Item Number: 3 De artment: En ineerin g (City Secretary's Use Only) p g Prepared By: Chris Hoisted Account Code: N/A Date Prepared: 2/15/06 Budgeted Amount: N/A Exhibits: Two S u b'ect Consider, and act upon, Ordinance No. 2006-10 adopting the updated Land Use Assumptions and Capital Improvements Plan. Recommendation Motion to approve Ordinance No. 2006-10 adopting the updated Land Use Assumptions and Capital Improvements Plan. Discussion On January 10, 2006 Council adopted an Ordinance setting the date for a public hearing on the updated Land Use Plan and Capital Improvements Plan. Section 395 of the Local Government Code specifies the process necessary for the implementation of impact fees, and a public hearing was conducted to receive public comments on the updates to the Land Use Plan and Capital Improvements Plan. Approved By Initial Date Department Director City Manager Page 1 of 1 ORDINANCE NO. 2006-10 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS,ADOPTING THE UPDATED LAND USE ASSUMPTIONS AND CAPITAL IMPROVEMENTS PLAN; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Wylie has fully complied with Chapter 395, Local Government Code, concerning the notice, adoption, promulgation and methodology necessary to update and adopt land use assumptions and a capital improvement plan establishing impact fees; and WHEREAS,the City Council desires to adopt the land use assumptions and adopt the capital improvement plan; and WHEREAS, the City of Wylie has adopted this Ordinance within thirty (30) days of the public hearing held by the City Council on the proposed land use assumptions and the capital improvement plan; and WHEREAS, the City Council finds that it is in the best interest of the citizens of Wylie to adopt the updated land use assumptions and capital improvement plan. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE TEXAS: SECTION 1: Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2: Land Use Assumptions Adopted. The City Council finds that the land use assumptions attached hereto as Exhibit A, and incorporated for all purposes as if fully set forth herein, are hereby adopted and approved and shall supersede the existing land use assumptions. SECTION 3: Capital Improvements Plan Adopted. The City Council finds that the capital improvements plan attached hereto as Exhibit B, and incorporated for all purposes as if fully set forth herein,is hereby adopted and approved and shall supersede the existing capital improvements plan. SECTION 4: Saving/Repealing Clause. All provisions of any ordinances in conflict with this Ordinance are hereby repealed;but such repeal shall not abate any pending prosecution for violation of the repealed Ordinance,nor shall the repeal prevent prosecution from being commenced for any violation if occurring prior to the repeal of the Ordinance. Any remaining portions of conflicting ordinances shall remain in full force and effect. ORDINANCE ADOPTING LUP AND CIP Page 1 443279.vl SECTION 5: Severability. If any section, subsection, sentence, clause or phrase of this Ordinance is for any reason, held to be unconstitutional or invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. Wylie hereby declares that it would have passed this Ordinance,and each section,subsection,clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional. SECTION 6: Effective Date. This Ordinance shall become effective immediately upon its adoption. DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS on this 28th day of February, 2006. John Mondy, Mayor ATTESTED TO AND CORRECTLY RECORDED BY: APPROVED AS TO FORM: Carole Ehrlich ABERNATHY, ROEDER, BOYD City Secretary & JOPLIN, P.C. RICHARD M. ABERNATHY JULIE Y. FORT City Attorneys ORDINANCE ADOPTING LUP AND CIP Page 2 443279.vl ■ WATER AND WASTEWATER IMPACT FEE UPDATE 2005 - 2015 ■ Prepared For 111 111111 111 11 111 CITY OF wYLIE III Prepared By BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS DALLAS, TEXAS illFebruary 2006 PRELIMINARY Birkhoff,Hendricks&Conway,L.L.P. CITY OF WYLIE WATER AND WASTEWATER IMPACT FEE UPDATE I. INTRODUCTION On April 24, 2001, the City of Wylie adopted Ordinance No. 2001-19 "Establishing Water and Wastewater Impact Fees" in accordance with Chapter 395 of the Local Government Code. The ordinance and associated impact fees were established and based on the Service Area Land Use Assumptions and Capital Improvements Plan prepared by Hunter Associates of Texas, Ltd., dated March 2001. The maximum calculation fee and current imposed fees are summarized below: Fee Per Service Unit Calculated Fees Imposed Maximum (Ordinance 2001-19) • Water $1,212 $646 • Wastewater _ $2,446 $1,223 Since the adoption of the Impact Fee Ordinance 2001-19, the City of Wylie has expanded its corporate boundaries and environmental jurisdiction. The City adopted a new Comprehensive Land Use Plan in April 2005. These changes in the boundaries and proposed land use prompt the requirement for an impact fee update. In accordance with the requirements of Chapter 395.052 of the Local Government Code, this report updates the City of Wylie's Land Use Assumptions and Capital Improvement Plan. Chapter 395, of the Local Government Code is an act that provides guidelines for financing capital improvements required by new development in municipalities, counties, and certain other local governments. The basis for determination of an impact fee requires the preparation and adoption of a land use plan and growth assumption, and the preparation of a 10-year capital improvement plan. A master plan of the water and wastewater systems is necessary to prepare a 10-year capital improvement plan. From these two phases, a maximum impact fee is calculated. :lcl ericallwyli e\2002-164 w&ww impact feeslreportslreport-1.do -1 - Birkhaff,Hendricks car Conway,L.L.P. The Act allows the maximum impact fee to be charged if revenues from future ad valorem taxes, and water and sewer bills are included as a credit in the analysis. If not, the Act allows the maximum fee to be set at 50% of the calculated maximum fee. The following items were included in the impact fee calculation: A. The portion of the cost of the new infrastructure that is to be paid by the City, including engineering, property acquisition and construction cost. B. Existing excess capacity in lines and facilities that will serve future growth and which were paid for in whole or part by the City. C. Engineering and quality control fees for construction projects. D. Interest and other finance charges on bonds issued by the City to cover its portion of cost. The engineering analysis portion of the Water and Wastewater Impact Fee review determines utilized capacity cost of the major water distribution and wastewater collection facilities between the year 2005 and the year 2015. Facilities in this analysis include, water pump stations, water storage tanks, water transmission lines, wastewater treatment plants, wastewater lift stations and wastewater collection lines. The North Texas Municipal Water District (NTMWD) water treatment and distribution components were excluded from this analysis. The study period is a ten-year period with 2005 as the base year. The impact fee calculation for the water and wastewater systems is based on land uses provided by the City of Wylie. The City's Water Distribution and Wastewater Collection Master Plans were updated prior to this impact fee update. The Master Plans are available for review from the City of Wylie. The equivalency factors utilized in this analysis conform to the latest American Water Works Association Standards (C700 - C703). j:lclericallwylie\2002-164 w&ww impact feeslreportslreport-1.doc -2- Birkhoff,Hendricks car Conway,L.L.P. II. GLOSSARY 1. Advisory Committee means the capital improvements advisory committee established by the City for purposes of reviewing and making recommendations to the City Council on adoption and amendment of the City's impact fee program. 2. Area-related facility means a capital improvement or facility expansion which is designated in the impact fee capital improvements plan and which is not a site-related facility. Area-related facility may include a capital improvement that is located off-site, or within or on the perimeter of the development site. 3. Assessment means the determination of the amount of the maximum impact fee per service unit that can be imposed on new development. 4. Capital improvement means either a water facility or a wastewater facility, with a life expectancy of three or more years,to be owned and operated by or on behalf of the City. 5. City means the City of Wylie, Texas. 6. Credit means the amount of the reduction of an impact fee due, determined under this ordinance or pursuant to administrative guidelines, that is equal to the value of area- related facilities provided by a property owner pursuant to the City's subdivision or zoning regulations or requirements, for the same type of facility. 7. Facility expansion means either a water facility expansion or a sewer facility expansion. 8. Final plat approval means the point at which the applicant has complied with all conditions of approval in accordance with the City's subdivision regulations, and the plat has been approved for filing with Collin County. 9. Impact fee means either a fee for water facilities or a fee for wastewater facilities, imposed on new development by the City pursuant to Chapter 395 of the Texas Local Government Code in order to generate revenue to fund or recoup the costs of capital improvements or facility expansion necessitated by and attributable to such new development. Impact fees do not include the dedication of rights-of-way or easements for such facilities, or the construction of such improvements, imposed pursuant to the City's zoning or subdivision regulations. j:lclericallwy1ie120O2-164 w&ww impact feeslreportslreport-1.doc -3- Birkhoff Hendricks&Conway,L.L.P. 10. Impact fee capital improvements plan means either a water capital improvements plan or a wastewater capital improvements plan, adopted or revised pursuant to the impact fee p regulations. 11. Land use assumptions means the projections of population and growth, and associated changes in land uses, densities and intensities over at least a ten-year period, as adopted by the City and as may be amended from time to time, upon which the capital improvements plans are based. 12. Land use equivalency table means a table convertingthe demands for capital p improvements generated by various land uses to numbers of service units, as may be amended from time to time. 13. New development means the subdivision of land; the construction, reconstruction, redevelopment, conversion, structural alteration, relocation, or enlargement of any structure; or any use or extension of the use of land; any of which increases the number of service units. 14. Plat has the meaning given the term in the City's subdivision regulations. Plat includes rep l at. 15. Platting has the meaning given the term in the City's subdivision regulations. Platting includes replatting. 16. Property owner has the meaning given the term in the City's subdivision regulations. Property owner includes the developer for a new development. 17. Recoupment means the imposition of an impact fee to reimburse the City capital ital p improvements that the City had previously oversized to serve new development. 18. Roadway means any freeway, expressway, principal or minor arterial or collector roadways designated in the City's adopted Thoroughfare Plan, as may be amended from time to time. Roadway does not include any roadway designated as a numbered highway on the official Federal or Texas highway system. j:lclericallwyliel2402-164 w&ww impact feeslreportslreport-1.doc -4 Birkhoff,Hendricks&Conway,L.L.P. 19. Roadway capital improvements plan means the adopted plan, as may be amended from time to time, which identifies the roadway facilities or roadway expansions and their costs for each road service area, which are necessitated by and which are attributable to new development, for a period not to exceed 10 years. 20. Roadway expansion means the expansion of the capacity of an existing roadway in the City, but does not include the repair, maintenance, modernization, or expansion of an existing roadway to better serve existing development. 21. Roadway facility means an improvement or appurtenance to a roadway that includes, but is not limited to, rights-of-way, whether conveyed by deed or easement; intersection improvements; traffic signals; turn lanes; drainage facilities associated with the roadway; street lighting or curbs. 22. Service area means either a water service area or wastewater benefit area within the City, within which impact fees for capital improvements or facility expansion will be collected for new development occurring within such area, and within which fees so collected will be expended for those types of improvements or expansions identified in the type of capital improvements plan applicable to the service area. 23. Service unit means the applicable standard units of measure shown on the land use equivalency table in the Impact Fees Capital Improvements Plan that can be converted to water meter equivalents, for water or for wastewater facilities, which serves as the standardized measure of consumption, use or generation attributable to the new unit of development. 24. Site-related facility means an improvement or facility which is for the primary use or benefit of a new development, and/or which is for the primary purpose of safe and adequate provision of water or wastewater facilities to serve the new development, and which is not included in the impact fees capital improvements plan and for which the property owner is solely responsible under subdivision or other applicable development regulations. 25. Utility connection means installation of a water meter for connecting a new development to the City's water system, or connection to the City's wastewater system. j:lcl ericallwyli e12002-164 w&ww impact feeslreportslreport-1.doc -5- Birkhoff,Hendricks car Conway,L.L.P. 26. Wastewater facility means a wastewater interceptor or main, lift station or other facility included within and comprising an integral component of the City's collection system for wastewater. Wastewater facility includes land, easements or structure associated with such facilities. Wastewater facility excludes site-related facilities. 27. Wastewater facility expansion means the expansion of the capacity of any existing wastewater improvement for the purpose of serving new development, but does not include the repair, maintenance, modernization, or expansion of an existing sewer facility to serve existing development. 28. Wastewater capital improvements plan means the adopted plan, as may be amended from time to time, which identifies the wastewater facilities or wastewater expansions and their associated costs which are necessitated by and which are attributable to new development, for a period not to exceed 10 years. 29. Water facility means a water interceptor or main, pump station, storage tank or other facility included within and comprising an integral component of the City's water storage or distribution system. Water facility includes land, easements or structures associated with such facilities. Water facility excludes site-related facilities. 30. Water facility expansion means the expansion of the capacity of any existing water facility for the purpose of serving new development, but does not include the repair, maintenance, modernization, or expansion of an existing water improvement to serve existing development. 31. Water improvements plan means the adopted plan, as may be amended from time to time, which identifies the water facilities or water expansions and their associated costs which are necessitated by and which are attributable to new development, for a period not to exceed 10 years. 32. Water meter means a device for measuring the flow of water to a development, whether for domestic or for irrigation purposes. j:lclericailwy1ie12OO2-164 w&ww impact feeslreportslreport-1.doc -6- Pirkhoff,Hendricks&Conway,L.L.P. III. LAND USE ASSUMPTIONS (Provided By: The City Of Wylie) A. Purpose Chapter 395 of the Texas Local Government Code prescribes the process by which cities in Texas must formulate development impact fees. The initial step in this process is the establishment of"land use assumptions" for the City upon which the impact fee program is based. These land use assumptions, which are derived from the Future Land Use Plan and from population projections adopted in the Comprehensive Plan, will become the basis for the preparation of impact fee capital improvement plans for water and wastewater facilities. To assist the City of Wylie in determining the need for, and the timing of, capital improvements to serve future development, a reasonable estimation of future growth is required. The purpose of this report is to formulate growth and development projections based upon assumptions pertaining to the type, location, quantity and timing of various future land uses within the community, and to establish and document the methodology used for preparing the growth and land use assumptions. B. Elements of The Land Use Assumption Report This report contains the following components: 1) Methodology -- Explanation of the general methodology used to prepare the land use assumptions. 2) Service Zone Map (Plate 1) — The impact fee service area for water and wastewater facilities. 3) Base Data — Information on population and land use for Wylie for each capital facility/impact fee service area. 4) Ten-Year Growth Assumptions — Population and land use growth assumptions for ten years for each capital facility/impact fee service area. 5) Ultimate Population Projections — Projections that reflect a completely developed condition, based upon the City's ultimate "build-out" scenario. 6) Summary—Brief synopsis of the land use assumptions report. j:lciericallwylie12002-164 w&ww impact feeslreportslreport-1.doc -7- Birkhoff, Hendricks&Conway,L.L.P. C. Methodology Based upon the growth assumptions and the capital improvements that will be needed to support future growth, it is possible to develop an impact fee structure which fairly allocates capital improvement costs to growth areas in relationship to their impact upon the entire infrastructure system. The database and projections in this report have been formulated using reasonable and generally accepted planning principles and methodologies. These land use assumptions and future growth projections take into consideration several factors influencing development patterns, including the following: 1) The character,type, density and quantity of existing development 2) Existing land use patterns 3) Anticipated future land uses (as shown in the City's Future Land Use Plan) 4) Availability of land for future expansion, and the City's physical holding capacity 5) Current growth trends in the City and region 6) Location and configuration of undeveloped (vacant) land 7) Known or anticipated development projects 8) Potential sanitary sewer availability (e.g.,topographical constraints) 9) Growth policies adopted in the Future Land Use Plan A summary of the general methodology used for the preparation of this report follows: 1) Establish impact fee water and wastewater service areas (see Section II — Service Area Map). 2) Collect/determine benchmark (i.e., base year) data on population and land use as of January 2005 (see Section III—Base Year Data). 3) Project population and land use growth for ten years by impact fee service areas (see Section IV—Ten-Year Growth Assumptions). 4) Project the ultimate population for a fully developed City, assuming full development of service area(s) (see Section V—Ultimate Population Projections). A more detailed methodology for each is contained within the referenced sections. j:lclericallwy1ie12OO2-164 w&ww impact feeslreportslreport-1.doc -8- Birkhoff Hendricks&Conway,L.L.P. D. Service Area Maps Figure 1R on the following page shows the proposed service area for water and wastewater facilities. The service area boundary for wastewater includes all land area within the existing City limits, all that land within the Wylie water CCN, and those portions of shared CCNs that Wylie will serve as development occurs. The service area boundary for water includes all that land within the Wylie water CCN, and those portions of shared CCNs that Wylie will serve as development occurs. A recommended priority listing of projects for water and wastewater facilities will be outlined in the City's Capital Improvements Program (CIP). 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II � 3r.` t .1'Ihimi� ,�_:�f� ■ui�.'..= `I I► asmr�mt s. .0 , . 1 . o moo 406 loonrib 1( ,• .,,irr '�y`'I�t r: !rill:/� "x,• rroa¢ —j 1 — ,����� I 1 �,', . 211, Air take sC+VIE N RFl I r4 * �.!-IF-►•�� ll�`\ hLonore - 001/ /7 : II FIGURE iR 1 I ,1 110.1114, �`//���If %�'�� � ,� I CITY OF WYLIE, TEXAS �./I/ _;I,�� �7, ` 1•..•• ;r WATER AND WASTEWATER /!`��U�! ♦ .'��� I �` SERVICE AREA IMP PP rff p" s. , i •oow.wr.►�►- ._ - �I`.� • ',�•��' _ ..eo.asi. QCT.. 2005 Birkhoff,Hendricks&Conway,L.L.P. E. Base Year Data This section documents historical growth trends and base data for the City. This "benchmark" information provides a starting basis of data, as established in the City's b Future Land Use Plan and updated in April 2005, for the ten-year growth assumptions. One method of predictingfuture growth is looking at past growth. The historical growth rates for Wylie are shown in Table 1 below. Table 1 HISTORICAL GROWTH RATE City of Wylie,Texas Compounded City of °/o Average Annual Year Wylie Change % Change per Period 1970 (1) 2,675 0.0% 0.0% 1980 (1) 3,152 17.8% 1.6% 1990 (1) 8,716 176.5% 10.7% 2000 (1) 14,965 71.7% 5.6% 2004 (2) 26,150 174.7% 15.0% (1) Source: U.S. Census. (2) Source: City of Wylie,April 2005. Over the 30-year period of 1970 to 2000, the City of Wylie experienced a significant amount of growth. The City is continuing to experience a significant increase in population, housing, and commercial development activity. As of January 2005, the City of Wylie had a total of 2,852 residential lots in various stages of development, including recently approved roved zoning cases and plats. The build-out of these lots will increase the existing housing stock as follows: 8,980 existing units (2004) + 2,852 future units (2005) = 11,832 units or 31.8 % increase. Accordingly, it is anticipated that the City has the lot inventory to maintain the significant increases in population and housing growth experienced over the last ten to twenty years. It is also anticipated that the City will continue to receive petitions for the zoning and plattingof new subdivisions. There are a number of pending development cases that will provide for additional new residential units. j:lclencallwylie12UU2-l64 w&ww impact feeslreportslreport-1.doc 11 - Birkhoff,Hendricks&Conway,L.L.B. Another comparison and useful base data source for population growth is the past trends in residential construction. Table 2 shows the growth trend in residential construction in the City from 2000 to 2004. At the end of 1999 there were approximately 5,340 residential units this is the base number for percentage of growth. Table 2 RESIDENTIAL BUILDING PERMITS PER YEAR City of Wylie,Texas Year Prior Total Residential Units New Residential Units %Growth ,2000 5,340 385 (1) 7.2% • ,2001 5,725 749 (1) 13.1% 2002 6,474 1,085 (1) 16.8% 2003 7,559 1,415 (2) 18.7% 2004 8,974 1,162 (2) 12.9% Average: 959 new residential units per year over 5 years Source: (1) Current Housing Estimates, North Central Texas Council of Governments, 2000, 2001 and 2002. (2) City of Wylie Building Department, 2003 and 2004. The growth in housing shown in Table 2 illustrates the recent trend in residential activity for the City of Wylie. The trend shown here reflects that observed for the recent trend in population growth. The City has seen sharp increases in residential growth over the past few years. As mentioned earlier,the City's available lot inventory is increasing. For the purposes of documenting changes in population, land use, density and intensity, the data format to be used as a basis to formulate the land use assumptions will be principally population and land use estimates. These estimates and the land use inventory, from the City's Future Land Use Plan, were used to establish a beginning baseline and updated to January 2005 for the projections for Wylie. 1) Population and Land Use Existing land uses were documented throughout each of the service areas in development of the Land Use Plan. Residential and non-residential building activity for each of the service areas was then analyzed to establish base population and employment estimates for January 2005. j:lciericallwylie12002-164 w&ww impact feeslreportslreport-1.doc -12- Birkhoff Hendricks&Conway,L.L.P. The estimated population in January 2005 for both service areas is: Water Wastewater • Population 25,325 29,427 • Dwelling Units 8,980 10,434 • Households 8,585 9,975 These residential calculations are based on the following assumptions: • Occupancy Rate 95.6 percent(2000 U.S. Census for Wylie); and • Average Household Size 2.95 persons/household (2000 U.S. Census). 2) Land Use Prior to an evaluation and projection of future land use patterns, an understanding of existing conditions is essential. Documentation of existing land use patterns within the City and its ETJ was included as part of the Land Use Plan. This data has been updated to reflect the residential and non-resident development activity that has occurred through January 2005. This documentation provides an overview of the general present physical composition and condition of the City. Table 3 shows a summary of estimated existing land uses for the land area within the water and sanitary sewer service zones. TABLE 3A Existing Land Use For The Water Service Zones—2004 City of Wylie,Texas Acres Used Percent of Land Use (Developed) Developed Area Low Density Residential 1,527 21.71% Medium Density Residential 2,352 33.43% High Density Residential 142 2.02% Commercial/Retail/Office 265 3.77% School, Public/Semi-Public, Services 198 2.81% Downtown Historic District 34 0.48% Utilities/Heavy Industrial 373 5.30% Light Industrial 2 0.03% Parks & Open Space 88 1.25% Agricultural 2,054 29.20% Total Area: 7,035 100.00% Source: City of Wylie,April 2005. j:lclericallwy1ie12OO2-164 w&ww impact feeslreportslreport-1-doc - 13- Birkhoff,Hendricks&Conway,L.L.P. TABLE 3B Existing Land Use For The Sanitary Sewer Service Zones—2004 City of Wylie,Texas Acres Used Percent of Land Use _ (Developed) ,Developed_Area Low Density Residential 2,799 22.87% Medium Density Residential 3,501 28.60% High Density Residential 186 1.52% Commercial/Retail/Office 482 3.94% School, Public/Semi-Public, Services 334 2.73% Downtown Historic District 34 0.28% Utilities/Heavy Industrial 447 3.65% Light Industrial 155 1.26% Parks& Open Space 213 1.74% Agricultural gcultural & Floodplain 4,090 3 3.41% Total Area: 12,241 100.00% Source: City of Wylie,April 2005. Table 4 shows a summary of estimated existing land uses (as of April 2005), in acres per.100 persons, assuming 3 people per ESFU for the land area within the water and wastewater service areas. TABLE 4A Existing Land Use Per 100 Persons For The Water Service Zones—2004 City of Wylie,Texas(I) Acres Per Land Use Category 100 Persons Low Density Residential 5.84 Medium Density Residential 8.99 High Density Residential 0.54 Commercial/Retail/Off ce 1.01 School,Public/Semi-Public, Services 0.76 Downtown Historic District 0.13 Utilities/Heavy Industrial 1.43 Light Industrial 0.01 Parks & Open Space 0.34 Agricultural 7.85 Total Area: 26.90 try Based upon 2004 population of 26,150 persons. Source: City of Wylie j:lclericallwylie12002-164 w&ww impact feeslreportslreport-1.doc - 14- Birkhoff,Hendricks&Conway,L.L.P. TABLE 4B Existing Land Use Per 100 Persons For The Sanitary Sewer Service Zones—2004 City of Wylie,Texas(1) Land Use Category 1 Acres Per 100 Persons Low Density Residential 10.71 Medium Density Residential 13.39 High Density Residential 0.71 Commercial/Retail/Office 1.84 School, Public/Semi-Public, Services 1.28 Downtown Historic District 0.13 Utilities/Heavy Industrial 1.71 Light Industrial 0.59 Parks & Open Space 0.81 Agricultural & Floodplain 15.64 Total Area: 46.81 � tl�Based upon 2004 population of 26,150 persons. Source: City of Wylie F. Ten-Year Growth Assumptions Growth is characterized in two forms: population (residential land use) and nonresidential land use. Several assumptions were necessary in order to arrive at reasonable growth rates for population and employment in the City of Wylie. The following assumptions were made as a basis from which 10-year projections are initiated: 1) Future land uses will occur as shown on the Future Land Use Plan. 2) The City will be able to finance the necessary improvements to the water and wastewater systems to accommodate expected growth. 3) School facilities will accommodate expected increases in school-age population. 4) Densities will be as projected, based upon anticipated zoning districts. 5) Known or anticipated development projects will occur as presently planned. The 10-year projections, or land use assumptions, are based upon the establishment of a reasonable growth rate based upon past trends and/or other considerations. Considering the increasing trends in population and housing growth (Table 2) and the City's proximity to the Dallas/Fort Worth metropolitan area and combining these factors with anticipated development projects provides a reasonable indication of growth potential. Based upon these assumptions, the annual average number of residential dwelling units constructed per year over the next 10-year period is projected to be 900. A household size of 2.95 persons per household with an occupancy rate of 95.6 percent was used to j:lclericallwylie12002-I64 w&ww impact feeslreportslreport-I.doc -15- Birkhoff,Hendricks&Conway,L.L.P. calculate the future population based on the projected residential activity. The 2004 population of 26,150 (Table 1) is projected to increase to approximately 51,520 by the year 2015, representing a compounded annual growth rate of 7.02%. This rate would generate an average population increase of about 2,537 persons per year. The following shows the formula for calculating the ten-year growth assumptions: Residential: 900 dwelling units x 0.956 occupancy rate= 860 occupied dwelling units/year 860 occupied dwelling units/year x 2.95 household size =2,537 persons/year 2,537 Y x 10 ears=25,370 persons net 10-year residential growth persons/year "Note: It should be noted that the 10-year population and housing projection assumes growth potential within the existing municipal boundaries and the existing extraterritorial jurisdiction (ETJ). These projections do not assume residential growth beyond the existing ETJ" This rate of growth (7.02% compound annual growth rate) is a reasonable rate for Wylie to be expected to grow at over the next 10 years. The growth rate projected for Wylie is less than the compounded annual growth rate over the last 14 years (8.2%) and is consistent with other comparable cities within the region. The region, in which Wylie is located, is one of the State's fastest growing population and employment centers. Table 5 shows the average annual compounded growth rates for other cities in the area and for Collin County from 1990 to 2000: TABLE 5 Populations and Growth Rates of Area Cities and Collin County-- 1990 and 2000 Compounded Average City/Jurisdiction 1990 Population 2000 Population Annual %Change Wylie 8,716 14,965 5.6% Allen 19,315 43,544 8.0% Frisco 6,138 33,714 19.0% McKinney 21,283 54,369 10.0% Murphy 1,547 3,099 7.0% Plano 127,885 222,030 6.0% Prosper 1,018 2,097 7.0% Collin County 219,212 415,219 7.0% Source: U.S. Census, 1990 and 2000. j:lclericallwy1ie12002-164 w&ww impact feeslreportslreport-1.doc -16- Birkhoff Hendricks car Conway,L.L.P. Table 5 illustrates that the regional growth pattern is continuing to move outward from Dallas toward the City of Wylie. Those cities that experienced the greatest amount of growth from the 1980s to the 1990s have achieved significant levels of build-out and those cities further north have begun to experience significant population and housing increases. Those cities north and west of Wylie are currently experiencing growth rates similar to those projected for Wylie through 2015. The projected annual growth rate for the City of Wylie and the resulting population projection of 51,520 persons for the 10-year planning horizon is considered reasonable for planning purposes. As mentioned, this growth is projected throughout the City's water and wastewater service area, with a substantial amount of the growth being beyond the current municipal boundaries during the next ten years. The above mentioned growth rate represents growth throughout the water and wastewater service zones. It is anticipated that most of this projected growth will ultimately be incorporated into the City service area limits for several reasons: 1) More stringent environmental laws pertaining to septic waste systems. 2) Increasing insurance rates outside corporate City limits. 3) The City's progressive philosophy regarding water and sewer line extensions. 4) Proposed upgrading of construction standards in the City's ETJ. Changes in population affect the use of land. In the case of Wylie, increased population is due to the conversion of vacant or agricultural land into residential and other land uses. Non-residential development will increase in order to provide the goods and services that the increased population will demand. The estimation of the additional acres to be developed for the next 10 years will aid in the determination of demand for additional water and wastewater facilities. j:lclericallwylie12002-164 w&ww impact fees lreportslreport-1.doc - 17- Birkhoff,Hendricks&Conway,L.L.P. Table 6 shows the additional Retail/Office, Commercial, and industrial land uses required for the increase in population projected through 2015 (25,370 people). TABLE 6A TEN-YEAR LAND USE PROJECTIONS--2015 For The Water Service Zones—2015 City of Wylie,Texas Future Acres Acres Required For Land Use Per 100 Persons 25,370 Persons Commercial/Retail/Office 1.80 457 School, Public/Semi-Public, Services 0.67 170 Utilities, Heavy and Light Industrial 2.50 634 Parks & Open Space 1.03 261 Total Acres: 6.00 1,522 Source: City of Wylie,April 2005. The future acres per 100 persons reflect those ratios that have been observed for Texas cities with healthy local economies. It should be noted that these ratios also closely reflect the existing land use mix for Wylie's water and wastewater service areas. The ratios are used to calculate the amount of non-residential development that the local population may support. G. Ultimate Population Projection An ultimate, or holding capacity, land use and population projection was also established in the City of Wylie's Future Land Use Plan. First, known densities of development were considered. Then, based upon the remaining developable vacant land in Wylie and its ETJ, densities of anticipated development projects were applied. The ultimate population of the City of Wylie is a function of anticipated residential land use area (acres), housing density (dwelling units per acre), and population density (persons per dwelling unit). Based upon the land uses identified on the Future Land Use Plan, the total ultimate land use areas of residential development were calculated using the density standards adopted as part of the Future Land Use Plan. The ultimate holding capacity for the planning area, assuming that each residential area is built out to its maximum capacity, generates a maximum population of approximately 75,600 persons for the sewer service area, excluding the unincorporated lake areas. j:lclerical\wyiie12002-164 w&ww impact feeslreportslreport-1.doc "18- Birkhof Hendricks&Conway,L.L.P. H. Summary The data used to compile these land use assumptions were from three sources, anticipated development for the City of Wylie, residential building data and other data from the City, and information from the Future Land Use Plan. The ten-year growth projections were calculated based upon reasonable growth rates and trends for Wylie and the surrounding area. Ultimate projections were based upon the holding capacity of vacant land using land use types and applying densities as established by development policies, the Future Land Use Plan, and known proposed development plans. The land use assumptions may be summarized as follows: 1) The Wylie wastewater planning area contains approximately 24.19 square miles, about 50%of which is presently undeveloped land orright-of-way. 2) The 2004 estimated population in the existing water service area is 25,325. The 2004 estimated population in the existing wastewater service area is 29,427. 3) The ten-year growth projections were calculated using a compounded average annual growth rate of approximately 7.02%. 4) The ten-year population projection for Wylie is approximately 51,520 persons inside the water service area and 57,996 in the sanitary sewer service area. 5) The ultimate (build-out) population within the water service area is approximately 55,900 persons and 75,600 persons in the wastewater service area, according to the adopted Land Use Plan. y:\c1ericallwylie12002-164 w&ww impact fees\reportslreport-1.doc - 19- Birkhoff,Hendricks&Conway,L.L.P. IV. DEFINITION OF A SERVICE UNIT — WATER AND WASTEWATER Chapter 395 of the Local Government Code requires that impact fees be based on a defined service unit. A "service unit" means a standardized measure of consumption, use generation, or discharge attributable to an individual unit of development calculated in accordance with generally accepted engineering or planning standards. This update defines a water and wastewater service unit to be a 314-inch water meter and has referred to this service unit as a Single Family Living Unit Equivalent (SFLUE). The SFLUE is based on the continuous duty capacity of a 1-inch water meter. This is the typical meter used for a single-family detached dwelling, and therefore is considered to be equivalent to one "living unit". Many single-family dwellings were constructed with 5/8-inch meters in the City; therefore, 5/8-inch meters are also considered one "living unit". Other meter sizes can be compared to the 3/4-inch meter through a ratio of water flows as published by the American Water Works Association as shown in Table No. 7 below. This same ratio is then used to determine the proportional water and wastewater impact fee amount for each water meter size. TABLE NO. 7 Living Unit Equivalencies For Various Types and Sizes Of Water Meters Continuous Duty Meter Type Meter Size Maximum Rate(gpm)(R) Ratio to 3/4" Meter Simple 3/4" 15 1.0 Simple 1" 25 1.7 Simple 11/2" 50 3.3 Simple 2" 80 5.3 Compound 2" 80 5.3 Turbine 2" 100 6.7 Compound 3"" 160 10.7 Turbine 3" 240 16.0 Compound 4" 25 0 16.7 Turbine 4" 420 28.0 Compound 6" 500 33.3 Turbine 6" 920 61.3 Compound 8" 800 5 3.3 Turbine 8" 1,600 106.7 Compound 10" 2,300 153.3 Turbine 10" 2,500 166.7 Turbine 12" 3,300 220.0 (a) Source: A WWA Standard C700(1995)-C703 (1996) j:lclericallwylie12002-164 w&ww impact feeslreportslreport-l.doc -20 Birkhoff,Hendricks&Conway,L.L.P. V. CALCULATION OF WATER& WASTEWATER-LIVING UNIT EQUIVALENTS The City of Wylie provided the existing water meter count by size category as of January 2005. In total, there are 9,344 water meters serving the existing population of 25,325 residents and business. Table No. 8 shows the number of existing meters, the living unit equivalent factor and the total number of living unit equivalents for water accounts. The City also provided wastewater accounts as of December 2004. There are 10,743 accounts serving 29,427 residents. Table No. 9 illustrates the existing account and SFLUE's. Using the growth rate provided by the Land Use Assumptions prepared by the City, a straight- line extrapolation of water meters and wastewater accounts were calculated for the year 2015. Living unit equivalents were then applied to the water meters and wastewater accounts for 2005 and 2015 resulting in a total number of living units. The difference in the total number of 2005 and 2015 living units results in the new living unit equivalents during the impact fee period. The calculation of living unit equivalents is summarized in Table Nos. 8 and 9. TABLE NO. 8 Water Living Unit Equivalents 2005 -2015 2005 2015 Number Living Total Number of Living Total New SFLUE's Meter of Water Unit Number of Water Unit Number of During Impact Fee Size Meters Equivalent SFLUE's Meters Equivalent SFLUE's , Period 518"&314" 8,991 1 8,991 17,720 1 1 17,720 8,729 1" 148 1.7 252 292 1.7 496 244 2" 185 6.7 1,240 365 6.7 2,445 1,205 4" 12 28.0 336 24 28.0 672 336 1 IMIIIIIIIIIII 504 .16 630 1,008 504 � Totals: 9,344 11,323 _ 18,382 Mal= 11,018 TABLE NO. 9 Wastewater Living Unit Equivalents 2005-2015 2005 2015 Equivalent Number Living Total Number of Living Total New SFLUE's Meter of Water Unit Number of Water Unit Number of During Impact Fee Size Meters Equivalent SFLUE's Meters Equivalent SFLUE's Period 518"&314" 10,390 1 10,390 20,477 1 20,477 10,087 1" 148 1.7 252 292 1.7 496 244 2" 185 6.7 1,240 365 6.7 2,445 1,205 4" 12 28.0 336 24 28.0 672 336 8 63.0 504 16 63.0 1,008 504 Totals: 10,743 12,722 - 21,134 j 1 22,938 _ 12,376 j:lclericallwylie12002-164 w&ww impact feeslreports\report-1.doe. -21 - Birkhoff,Hendricks&Conway,L.L.P. VI. WATER DISTRIBUTION SYSTEM Birkhoff, Hendricks& Conway, L.L.P. Consulting Engineers prepared computer models for the years 2005 and 2015. The models were developed from residential population projections and planning units provided by the City of Wylie. Employment population was considered in a similar manner. The land areas follow closely to the construction of major facilities in the system as outlined in Figure 2. These facilities include major distribution lines, pump stations, ground storage reservoirs and elevated storage tanks. All computer models were run for the Maximum Hourly Demand and the Minimum Hourly Demand to insure proper sizing of the facilities to meet peak demand periods. A. Existing Pump Stations, Ground Storage Reservoirs & Elevated Storage Tanks For purposes of this Impact Fee, the existing Nortex, North Texas Municipal Water District and Newport Harbor Pump Stations, ground storage reservoirs and two elevated storage tanks are considered fully utilized in the impact fee calculation. TABLE NO. 10 Water Distribution System --Existing Pump Stations & Ground Storage Number of Total Number Rated. Ground Ground Storage of Capacity Storage Available Pump Station Pumps (MGD) Tanks (Gallons) Nortex 2 0.86 1 900,000 NTMWD 4 2.88 1 *1,700,000 Newport Harbor 4 5.84 _ 1 500,000 Total: 10 9.58 3 3,100,000 *-As directed, 1,700,000 gallons of 10 million gallon clear wells are assumed to be available for the City. Elevated Storage Tanks Capacity in Gallons South Ballard Elevated Storage Tank 250,000 Regency Elevated Storage Tank 750,000 Total 1,000,000 The pump stations and ground storage facilities were analyzed with the maximum daily demand, while elevated storage act dynamically and therefore are analyzed utilizing the difference between the Maximum Hourly Demand and the Maximum Daily Demand. j:Iclencallwylie12002-164 w&ww impact feeslreportslreport-1.doc -22- Birkhof,f;Hendricks car Conway,L.L.P. B. Distribution Lines The distribution lines consist of all lines within the service area boundary supplying water to customers in the City of Wylie. Lines vary in size from 5/8-inch and 3/4-inch services to 24-inch transmission lines. Unless it is expected a smaller diameter water line will be constructed by the City of Wylie, only those water lines 12-inches and larger in diameter were considered in the Impact Fee calculations. The cost of water lines includes construction cost, appurtenances (water valves, fire hydrants, taps and the like), utility relocations, purchase of easements and engineering costs. Financing cost over a 20-year term is included for each project. Records for existing water lines were unavailable and existing distribution lines were not included in the impact fee analysis. Unit cost for proposed capital improvement water lines 12-inches and larger in diameter were classified as City initiated water lines including the full cost of the facility. Developer initiated water line projects, 12-inches or less in diameter, were not included in this Impact Fee analysis, as the cost for these size lines are the responsibility of the developer. C. Water Supply The City of Wylie currently receives all of its water supply from the North Texas Municipal Water District (NTMWD). Wylie's allocation of the capital cost of services as a customer of the NTMWD was specifically excluded from the impact fee analysis. If included, Wylie's share of the NTMWD capital cost could include the original construction cost, expansion cost, financing cost, engineering cost and real estate cost of the following components: 1) Water Rights Cost in Lake Lewisville and Other Reservoirs 2) Raw Water Intake Structures 3) Raw Water Pump Stations 4) Water Treatment Plant and Expansions 5) High Service Pump Stations 6) Transmission Lines 7) NTMWD Owned Ground Storage Facilities 8) Metering Facilities j:\clericallwylie12002-164 w&ww impact fees lreportslreport-1.doc -23" Birkhoff,Hendricks&Conway,L.L.P. D. Water Distribution System Capital Improvement Projects In order to meet the demands of the anticipated growth over the next 10-years, as provided in the Land Use Assumptions, certain water distribution system improvements are required. Figure 2 shows the recommended system improvements and Table No. 11 itemizes each project and the project cost. These recommended improvements form the basis for the Water System Impact Fee Calculation. Actual capital cost, including construction, engineering and easements of the various elements of the existing water distribution system was utilized where the information was known. The existing cost of facilities was determined from records provided by the City of Wylie. Where actual costs are not known, an average cost in 2004 dollars has been calculated. The average unit cost is from a limited survey of projects, which bid recently, plus an estimated cost for engineering and easements. There are many variable factors that can have a significant impact on the actual construction cost of a project such as local conditions, material cost increases and fuel cost increases to name a few. The capital improvement plan provides for system improvements within the defined service area. Some of the system improvements may be physically located beyond the boundaries of the services area, but are necessary to provide adequate system service and capacity. j:lclericallwylie12002-164 w&ww impact feeslreportslreport-1.doc -24 . . LWARY ilk FCR hTM FEW# OLY Wi Las NTMWD PUMP STATION MEW 174 fit so ipf NEWPORT KARBOR PUMP STATION 01, 71 LEGEND Lo I"\\N�,-n 0 T" mm COMMERCIAL RESIDENTIAL INDUSTRIAL INSTITUTIONAL/PUBLIC & SEMI—PUBLIC � | \mOW"OW"STOW°nmM*mu= "OM"AREA==& ~------ ~-- Birkhoff;Hendricks&Conway,L.L.P. (2'1-k2006) Table No. 11 CITY OF WYLIE, TEXAS WATER DISTRIBUTION SYSTEM 10-YEAR CAPITAL IMPROVEMENT PLAN Water Lines Opinion of Project Construction Debt Service No. Year Project Size Cost(1) (2) Total Project Cost L1 2005 Creekside Distribution Line No. 1 20" $ 866,000 $ 545,581 $ 1,411,581 L2 2005 Creekside Distribution Line No.2 16"-20" $ 416,500 $ 262,395 $ 678,895 L3 2006 Newport Harbor Distribution Line No. 1 12"-24" $ 1,396,000 $ 879,480 $ 2,275,480 L4 2007 Creekside Distribution Line No.3 16" $ 568,000 $ 357,840 $ 925,840 L5 2008 F.M. 1378 Distribution Line No. 1 12" $ 449,000 $ 282,870 $ 731,870 L6 2006 Westgate 20"Waterline Crossing at F.M.544 20" $ 97,500 $ 61,425 $ 158,925 L7 2007 State Highway 78 Distribution Line No. 1 20"-24" $ 942,000 $ 593,460 $ 1,535,460 L8 2008 State Highway 78 Distribution Line No.2 16"-24" $ 830,500 $ 523,216 $ 1,353,716 L9 2009 Hensley Lane Distribution Line No. 1 12" $ 916,000 $ 577,080 $ 1,493,080 L10 2005 East Alanis Drive Distribution Line 12" $ 250,000 $ 131,250 $ 381,250 L11 2010 Lake Travis Drive and Canyon Lake Drive Waterlines 8" $ 99,000 $ 62,370 $ 161,370 L12 2012 East Side Water Distribution Lines 12" $ 473,000 $ 297,990 $ 770,990 L13 2012 Woodbridge Water Distribution Line 8"-12" $ 740,000 $ 466,200 $ 1,206,200 L14 2007 Pressure Reducing Valve Vaults 8"-12" $ 314,500 $ 198,135 $ 512,635 L15 2007 Brown Street and Sanden Water Lines 12" $ 300,000 $ 189,000 $ 489,000 Subtotal: Water Lines $ 8,658,000 $ 5,428,292 $ 14,086,292 I Pumping and Storage Facilities Opinion of Project Construction Debt Service No. Year Project Capacity Cost(1) (2) Total Project Cost PI 2005 Nortex Pump Station Improvements-Phase 1 2.3 MGD $ 163,000 $ 102,690 $ 265,690 S 1 2005 Creekside Elevated Storage Tank 2.0 MG $ 2,883,260 $ 1,816,454 $ 4,699,714 P2 2006 Nortex Pump Station Improvements-Phase 2 5.9 MGD $ 358,000 $ 225,540 $ 583,540 S2 2006 Newport Harbor Ground Storage Reservoir No.2 2.0 MG $ 1,255,200 $ 790,776 $ 2,045,976 P3 2006 NTMWD Pump Station Improvements-Phase 1 6.1 MGD $ 941,000 $ 592,830 $ 1,533,830 P4 2007 Newport Harbor Pump Station Improvements-Phase 1 8.3 MGD $ 160,000 $ 100,800 $ 260,800 S3 2007 Nortex Ground Storage Reservoir No.2 1.5 MG $ 913,000 $ 575,190 $ 1,488,190 P5 2008 Newport Harbor Pump Station Improvements-Phase 2 11.5 MGD $ 160,000 $ 100,800 $ 260,800 P6 2009 NTMWD Pump Station Improvements-Phase 2 9 MGD $ 130,000 $ 81,900 $ 211,900 P7 2012 Nortex Pump Station Improvements-Phase 3 8.8 MGD $ 135,000 $ 85,050 $ 220,050 S4 2012 Ballard Elevated Storage Tank Replacement 1.5 MG $ 2,675,000 $ 1,685,250 $ 4,360,250 S5 2012 Newport Harbor Ground Storage Reservoir No. 1(New) 1.0 MG $ 844,000 $ 531,720 $ 1,375,720 S6 2012 Nortex Ground Storage Reservoir No. 1(Replace) 1.0 MG $ 675,000 $ 425,250 $ 1,100,250 P8 2014 NTMWD Pump Station Improvements Phase 3 10.9 MGD $ 136,000 $ 85,680 $ 221,680 Subtotal: Pumping and Storage Facilities $ 11,428,460 $ 7,199,930 $ 18,628,390 1:'.Clerical‘Wylie2002161'12eportsReport W-WW CIP.xls'Weter -26- Birkhoff Hendricks&Conway,L.L.P. (2%142006) Table No. 11 CITY OF WYLIE, TEXAS WATER DISTRIBUTION SYSTEM 10-YEAR CAPITAL IMPROVEMENT PLAN Previous Water System Bonds Debt Service Year Project %Utilized Principle (Actual) Total Cost 2002 Wylie Water&Sewer Bonds @ 50%of Total 45% $ 232,875 $ 99,024 $ 331,899 2000 Wylie Water&Sewer Bonds @ 20%of Total 45% $ 132,300 $ 61,632 $ 193,932 2000 Regency Elevated Storage Tank 20% $ 257,000 $ 159,340 $ 416,340 1999 Wylie Water&Sewer Bonds @ 50%of Total 50% $ 277,500 $ 118,533 $ 396,033 1999 Wylie General,Water&Sewer Bonds @ 22.2225%of Total 50% $ 226,114 $ 80,343 $ 306,457 Subtotal:Previous Water System Bonds $ 1,125,789 $ 518,871 $ 1,644,661 Planning Expenses Opinion of Debt Service Year Project Cost(1)(b) (2) Total Project Cost 2005 Update Water System Master Plan $ 26,000 $ - $ 26,000 2005 Water Impact Fee $ 20,000 $ - $ 20,000 Subtotal,Planning Expenses: $ 46,000 $ 46,000 Total Expenses For Impact Fees Debt Service Project %Utilized Principle (2) Total Cost Water Transmission Lines 86.2075% $ 8,658,000 $ 5,428,292 $ 12,143,440 Pumping and Storage Facilities 80.1041% $ 11,428,460 $ 7,199,930 $ 14,922,108 Utilized Percentage of Previous Water System Bonds 100.000% $ 1,125,789 $ 518,871 $ 1,644,661 Planning Expenses 100.000% $ 46,000 $ - $ 46,000 Subtotal:Previous Water System Bonds $ 21,258,249 $ 13,147,093 $ 28,756,209 Notes: (1)Opinion of Cost includes: a) Engineer's Opinion of Construction Cost b) Professional Services Fees(Survey,Engineering&Testing) c) Cost of Easements based on$15/L.f.of Open Cut Installation unless planned installation in existing right-of-way (2)Debt Service based on 20-year simple interest bonds at 6% \2oov6axeponr,aepon w-ww CIP.as water -27- Birkhoff,Hendricks&Conway,L.L.P. E. Utilized Capacity Utilized capacity for the water distribution system was calculated based on the water line size required for each model year (2005, 2015 and build out). Master planning of the water distribution system is based on the maximum daily demand, maximum hourly demand, and the minimum hourly demand. Pump station capacity is generally based on the maximum daily system demand while transmission and distribution facilities are sized based on either the maximum hourly demand or the minimum hourly demand, whichever demand is greater for a particular water line. Often times, the capacity of a water line is determined by the flows generated by the minimum hourly demand. The minimum hourly flows are usually higher in those lines that are used to refill elevated storage. For each line segment in the water distribution model, the build-out flow rate in the line was compared to the flow rate in the same line segment for the 2005 and the 2015 models. The percentage of utilized capacity was calculated for each year based on the build-out capacity. The utilized capacity during the Impact Fee period is the difference between the year 2015 capacity and the year 2005 capacity. Table No. 12 below summarizes the project cost and utilized cost over the impact fee period of 2005 - 2015 for each element of the Water Distribution System. The utilized capacity for each water distribution facility, both existing and proposed, is presented in detail in Impact Fee Capacity Calculation Tables Nos. 13, and 14. TABLE NO. 12 Summary of Eligible Capital Cost and Utilized Capacity Cost Utilized 20-Year or Capacity ($) in Outstanding the Water System Facility__ Project Cost CRP Period Existing Water System Bond Projects $2,386,391 $1,228,321 Existing Regency Elevated Tank $2,081,700 $416,340 Proposed Pumping, Storage& CCN $18,628,390 $14,922,108 Proposed Transmission/Distribution Lines $14,086,292 $12,143,440 Planning Expenses $46,000 $46,000 Total $37,228,773 $28,756,209 j:\clerical\wylie\2002-164 w&ww impact fees\reports\report-1.doc -28- Hrrkhaff.Hendricks and Conway.L.L.P. 2•14,2006 TABLE NO.13 CITY OF WYLIE, TEXAS WATER DISTRIBUTION IMPACT FEE STUDY PROPOSED WATER FACILITIES Pump Station Cost($) Capacity Utilized(%) Capacity Utilized($) , Debt Service 20 Year Debt In The In The Project Year Projected Engineering& Interest Rate Service Utilizing Total 20 Yr. CRF CRF No. Pump Station Improvements Const. Capacity Const. - Testing °A Simple Interest Project Cost$ 2005 2015 Period 2005 2015 Period Newport Harbor Pump Station _ 52 (1) Ground Storage Reservoir(Conc.) [4] 2006 2.0 MG ' $1,185,000 $70,200 6% $790,776 $2,045,976 0.0% 100.0% 100.0% $0 $2,045,976 $2,045,976 P4 (1) Phase I Improvements [4] 2007 8.32 MOD $140,000 $20,000 6% $100,800 $260,800 0.0°/0 100.0% 100.0% $0 $260,800 $260,800 P5 (1) Phase II Improvements [4] 2008 11.52 MGD $140,000 $20,000 6% $100,800 $260,800 0.0% 90.0% 90-0% $0 $234,720 $234,720 S5 ,(I) Ground Storage Reservoir(Cone.) [4] 2011 1.0 MG $784,000 $60,000 6% $531,720_ $1,375,720 0.0% 90.0% 90.0% , $0_ $1,238,148 $1,238,148 Nortex Pump Station P1 (1) Phase I Improvements [3] 2006 2.30 MGD $144,150 $18,850 6% $102,690 $265,690 0.0% 100.0% 100.0% $0 $265,690 $265,690 P2 (1) Phase II Improvements [4] 2007 5-90 MGD $316,600 $41,400 6% $225,540 $583,540 0.0% 100.0% 100 0% $0 $583,540 $583,540 S3 (1) Ground Storage Reservoir 2(Steel) [4] 2008 1.5 MG $863,700 $49,300 6% $575,190 $1,488,190 0.0% 90.0% 90-0% $0 $1,339,371 $1,339,371 P7 (1) Phase III Improvements [4] 2011 9-07 MOD $120,000 $15,000 6% $85,050 $220,050 0.0% 90.0% 90-0% $0 $198,045 $198,045 S6 (1) Replace Ground Storage 1(Steel) [4] - 2012 1.0 MG $625,000 $50,000 6% $425,250 $1,100,250 90.0% _ 100.0% 10-0% $990,225_ $1,100,250 $110,025 NTMWD Pump Station T P3 (1) Phase I Improvements [4] 2006 6.05 MGD $850,550 $90,450 6% $592,830 $1,533,830 0.0% 100.0% 100.0% $0 $1,533,830 $1,533,830 P6 (1) Phase II Improvements [5] 2009 9.22 MGD $118,000 $12,000 6% $81,900 $211,900 0.0% 100.0% 100.0% $0 $211,900 $211,900 P8 (I) Phase III Improvements [6] - 2013 10.94 MGD - $123,500 $12,500 61)/0 $85,680 $221,680 0.0% 90.0% 90.0% $0_ $199,512 $199,512 Proposed Elevated Storage _ _ _ T - S 1 2-0 MG Elevated Storage Tank(Creekside) 2005 2.0 MG $2,737,260 $146,000 6% $1,816,454 $4,699,714 0.0% 90.0% 90.0% $0 $4,229,743 $4,229,743 S4 (1) 1.5 MG Elevated Storage Tank(S.Ballard) 2010 1.5 MG $2,540,000 $135,000 6% $1,685,250 $4,360,250 33.3% 90.0% 56.7% $1,453,417 $3,924,225 $2,470,808 Proposed Facility Total I $10,687,760 $740,700 $7,199,930 f $18,628,390 I_ $990,225 $17,365,750 $14,922,108 CITY OF WYLIE, TEXAS WATER DISTRIBUTION IMPACT FEE STUDY EXISTING WATER FACILITIES Pum•Station Cost($) Ca.acity Utilized(%) Cat acity Utilized ($) Debt Service 20 Year Debt In The In The Year Projected Engineering& Interest Rate Service Utilizing Total 20 Yr. CRF CRF Pum.Station Improvements Const. Capacity Const. Testing • Simple Interest Project Cost$ 2005 2015 Period 2005 2015 Period ll Facilities Total Eill $11 887 760 8825 700 87,996,630 820,710,090IIII 52,655,585 819,447,450 515,338,448 ar rn st +Pro used_ (I)Estimated Cost [2]Number of Pumps '29- J(l,,.'A y1,20021G4'Rc�urts'.I,tlitiui U41ued['aimed!.xis`•.Watcr Y.S. ,i 8irkhof,Hendricks and Conway,LL.P. 2I01/2006 TABLE NO.14 CITY OF WYLIE, TEXAS WATER SYSTEM IMPACT FEE STUDY PROPOSED CIP-WATER LINES 'Average Unit costs are based in 200 dollars unless otherwise indicated. Projects not in Phase I of CIP include 25%for engineering and miscellaneous contingencies.Projects in Phase 1 of CIF include proposed engineering fee and l S%for miscellaneous contingencies.All projects include S15/L.f.of open cut installation for casements unless they are planned to be constructed within existing right-ojsway. Debt (5')-Utilized Ca acity ,, --- (LUtilized Capacit Avg.Unit 20 Year Debt Total 20 Year Pipe Length Diameter Total Capital Service Date or Const. Cost Service Utilizing Project Number (Ft.) (Inches) Cost (5) Interest Dunn ' WE') Rate% Simple Interest Cost(S) During 8 �--.. L , 2005 - 2015 Fee Period 2005 2015 Fee Period Project No.Ll-Creekside Distribution Line No.1 [730 Service Area] This project connects the existing 16'waterline east of the Creekside Estates Subdivision to the existing 12"waterline at Creekside Estates Drive _ _ - - 1 352 ' 5,100 20 5121.91 5621,750 5391,703 $1,013,453 0%' 85% 85% 50 5861,435 $861,435 1 199 1,400 24 $174.46 $244,250 $153,878 5398,128 0% 85% 85% SO $338,409 5338,409 1 375 SO. 0% 85% 85% SO 50 So' Subtotal: 6,500 _ 2005 5866,000 6% $545,581 51,411,581 50 51,199,,844 - S1,199,844 Project No.2-Creekside Distribution Line No.L2 [730 Service Area] Thisproject connects the existing 12"waterline along McMillan Road and McCreary Road to the existing 12"waterline south of Creekside Estates Phase? _ 2 223 140 16 $403.64' $56,510 535,601 $92,111 0% 85% 85%`' $0 S78,294 $78,294 2 335 2,500 20 $144.00 $359,990 $226,794 5586,784 0% 85% 85% SO $498,766 S498,7661 Subtotal: 2,640 2005 $416,500 6% 5262,395 $6711,895, _ 54 5577,060. 5577,060; Project No.L3-Newport Harbor Distribution Line No.1 1730 Service Areal The Newport Harbor Pump Station will serve the High Pressure Service Area. The Newport Harbor Distribution Line will allow for future growth in the High Pressure Service Area. - _ "" . _ _ 2 399 740 20 _ 5208.31 5154,152 597,116 5251,268 0% 85% 85% 50 S213,578 5213,578 2 386 ' 5,1501 18 $146.99 $757,010 $476,916 $1,233,926 0% 85% 85% 50 $1,048,837 $1,048,837 2 25 SO 0% 0% 0%, $O S0 SO 2 24 SO 0% 0% 0% SO SO SO 2 403 S0 0% 0% 0% SO SO SO 2 400 1,590 16 $145.30 $231,031 $145,550 S376,581 0% 85% 85% 50 $320,094 $320,094 2 401 50 0% 0°f° 0% SO s4 S0 2 219 2,400 12 $105.75. $253,807 5159,898 $413,705 0% 85% 85% SO $351,649 5351,649; Subtotal: 9,880 _._ 2006 $1,396,000 6% 5879,480 52,275,480_ 1 _ SO S1,934,158. 51,934,158 Project No.L4-Creekside Distribution Line No.3 [730 Service Areal This project begins west of the Creekside Elevated Storage Tank and connects to the existin 16"waterline along McCreary_Road. __ 2 218 5,100 16 $111.37 $568,000 $357,840r 5925,840 0% 85% 85%' S0 $786,964 $786,964 4 371 $0 0% 0% S0 SO $0 Subtotal: 5,100 2006 $568,000 6% _ $357,840 _ $925,840 - - - SO $786,964_ $786,964 Project No.L5-F.M.1378 Distribution Line [730 Service Areal This project connects the existing 12"waterline along F.M.1378 at Brown Street to the existing 12"waterline in Lakefield Drive 2 361 4,900 12 ' $91.63 $449,000 ' $282,870 $731,87 0% 85% 85% $0 $622,090 S622,090 2 360 i $' 0% 0%. 0% SO $0 $0 2 153 SO 0% 0% 0°/. SO SO SO Subtotal: 4,900 2008 $449,000 6% 5282,870 5731,870 SO, S622,090 $622,090' , Project No.L6-Westgate 20"Waterline Crossing F.M.544 [679 Service Areal ',This project connects the existing 20"waterline along West to WI north of F.M.544 to the existing 12"waterline south of F.M.544 - -- 2 385 ' 150 20 $650.00 597,500 $61,425 $158,925 0% 85% 85%, 50 $135,086 S135,086 Subtotal: 150 2006 597,500 6% 561,425 5158,925 - $0 $135,086 $135,086 _ Project No.L7-State Highway 78 Distribution Line No.1 [679 Service Areal This project connects the existing waterline near Birmingham Avenue to the existing 14"wslexline in Brown Street 2 374 2,900 20 5232.06 Sf►72,970 $423,971_ S 1,096,941- 0% 90%T 90% SO $987,247 S987,247 2 376 - SOr 0% 0% 0% S© S0 50 2 379 1,150 24 S233.94 $269,030 $169,489 $438,519 0% 90% 90'I. SO 5394,667 S394,667 2 362 SO' 0% 0% 0% SO $0 I SO Subtotal: 4,050 2006 S942,000; 6% $593,460 S 1,535,460" , SO 51,181,914 $1,381,914 J CIaitAWylit124021641ReponsTrisiwned weer Limatitaisod t pKity.slilplepe at • -30- • Birkhoff Hendricks and Conway.L.L.P. 2l0112006 TABLE NC).14 CITY OF WYLIE, TEXAS WATER SYSTEM IMPACT FEE STUDY PROPOSED CIP-WATER LINES *Average Unit costs are based in 200S dollars unless otherwise indicated.Projects not in Phase I of C1P include 25%for engineering and miscellaneous contingencies. Projects in Phase 1 of ClP include proposed engineering fee and 15%for miscellaneous contingencies.All projects include$15114 of open cut installation for easements unless they are planned to be constructed within existing right-of-way. Debt ._ (%) Utilized Ca acity $) Utilized Capacity 1 Avg.Unit 20 Year Debt Total 20 Year Pipe Length Diameter Total Capital Service • Date o[Const. Cost Service Utilizing Project Number (FL) (Inches) Cost(I) Interest (5/Ft.) Rate Simple Interest Cost(5) During During 2005 2015 Fee Period 2005 2015 _ Fee Period Project No.L8-State Highway 78 Distribution Line No.2 [679 Service Areal This project parallels the cxistini 14"waterline in Brown Street mod from the NTMWD Puny Station to F.M.544 and the 8"waterline along F.M.544_ _ _ 2 378 3,050 16 - $121-66 5371,077 $233,779 5604,856 0%� 90% 90°/. SO $544,370 $544,370 2 389 400 18 5204.99 $81,995 S51,657 $133,652 0°/. 90% 90%: SO $120,287 $120,287 2 377 2,400 24 $157.26 5377,428 $237,780 5615,208 0% 90e/i 90% 50 3553,687 $553,687 , Subtotal: 5,850 2007 $830,500 6% S523,216 $1,353,716 _ , SO 51,218,3441 51,218,344 Project No.L9-Hensley Lane Distribution Line [679 Service Area] This project connects the existing 12"waterline along Maxwell Creek Road to the existing 12"waterline along Hensley Lane _ 2 310 9,750 12 , $93.95 $916,000 $577,080 $1,493,08Ch 0% 85% 85% $0 $1,269.118 S 1,269,118 2 311 S0 0% 0% 0% S0 S0 SO 2 312 $0 0% 0°%e 0% S0 $0 $0 - 2 313 S0 0% 054 0% 50 $0 SO Subtotal: 9,750- i 2008 $916,000 6% 5577.080 $1,493,080 50, 51,269,118 $1,269,118 Project No.L11-Lake Travis Drive and Canyon Lake Drive Waterlines [679 Service Areal This project will loop the existing 8"waterlines in the subdivision to provide better pressures and chlorine residuals._ _ 2 340 1 1,250 8 $79.20 $99,000 S62,370 5161,370 0% 85% 85% $0 $137,165 $137,165 2 343 , 5O 0% 0% W.A. 50 SO $0 Subtotal: 1,250 2010 $99,000 6% $62,370 5161,370_ __ $0 $137,165 $137,1 Project No.L12-East Side Water Distributions Lines [679 Service Areal TThisproject will extend_water service to the cast of Spring Creek Parkway _ _ 2 349 4,700' 12 $100.64. $473,000 $297,990 $770,990 ---0% .85% 85% 50 S655,342 5655.342 2 347 SO' 0% 0% 0% SO S0 $0 Subtotal: 4,700_ , 2012 _ - S473,000 6% _ $297,990 S770,990 - $0 $655,342 5655,342 Project No.L13-Woodbridge Water Distribution Line [679 Service Areal This water line will connect water in Alanis Drive to Woodbridge Property _ 2 331 5,500 12 595.76 5526,700' 5331,821 $858,521 0% 85% 85% SO 5729,743 $729,743 2 354 SOk 0% 0% 0% $0 SO SO 2 355 $a 0% 0% 0%e, SO $0 $0 2 329 3,450 8 $61-83; $213,300 $134,379 $347,679 0% 85% 85% SO S295,527 $295,527 Subtotal: 8,950 2012 $740.000 6% 5466,200 S1,206,200 S4 S1.025,270i- S1,025,270 Project No.L 18-East Alanis Drive Distribution Line [679 Service Area] 'ihisproject will connect the existin&20"waterline along South Ballard Avenue to the existing 12"waterline along.Alanis Drive west of Martinez Lane _ _ 2 221 3,920 12 $63.78 S250,000 $131,250 $381,250 0% 85% 85% $0 $324,063 $324,063 2 222 SO 0% 0% 0% $0 SO $0.4 2 381 1 SO 0% 0% 0%, SO $0 S0 2 387 S0 0% 0% 0% SO SO $0 2 388 S0 0% 0% 0% SO $4 50 Subtotal: 3,920 _ 2005 i - 5250,000 5% - $131,250 S381,250 _ $0 $324,063 $324,063 •Project No.L15-Brown Street&Sanden Water Lines [679 Service Area] i This project will connect the existing 12"waterline along front the existing Nortex Pump Station to 12"waterlines in Sanden Boulevard and Westtatc Way - - 2 405 2,600 i 12 $115.38 $300,000 5189,000 $489,000 0% 85% 85% $0 $415,650 S415,650 • 2 407 SO 0% 0% 0% $0 SO $0 Subtotal: 2,600: 2007 $300,000. 6% $189,000 $489,000 ; 50 5415,650 $415,650 7{anialiWylie]OC2NWIspertiromposd Wert litietltilizcd Capri iyAMPfopvad -31- Bir#hoff Hendricks and Conway,L.L.P. 2r01/2004 TABLE NO.14 CITY OF WYLIE, TEXAS WATER SYSTEM IMPACT FEE STUDY PROPOSED CIF-WATER LINES *Average Unit costs are based in 2005 dollars unless otherwise indicated. Projects not in Phase I of CIF'include 25%for engineering and miscellaneous contingencies. Projects in Phase 1 of CIF include proposed engineering fee and 15%for miscellaneous contingencies. All projects include$15/Lf of open cut installation for easements unless they are planned to be constructed within existing right-of-way_ ",.--- _, Utilized Capacity L Debt (h _Utilized Capacity t (5) U P ty Avg.Unit 20 Year Debt Total 20 Year Pipe Length Diameter Total Capital Service Number (Ft.) (Inches) Date of Canst. Cost Cost(5) Interest Service Utilizing Project (Wt.) Inc a°e° Simple Interest Cost(5) During ' During Rat2005 2015 Fee Period; 1405 2015 Fee Period Project No.L14-Pressure Reducing Valve Vaults [679 Service Area&730 Service Areal This project will allow interconnection between service zones for emergencies and temporary service. _ i $314,500 $198,135 5512,6357._ 00/, 90% 90% I,0 $461,372 $461,372 Subtotal: 2007 $314,500 6% S198,135 $512,635 $0 5461,372 $461,372 Water Line CIP Total 70,240, 8,658,000 - 5,428,292 14,086,292 f 0 12,143,440 12,143,440,; l-City Participate in Cost Oversize 2-City Initiated and Funded nkikilffylie12002164kitsvaddlnopemed W.wi LkteCtillsed C pwii.c1.trmpa,.a -32- Birkhoff,Hendricks&Conway,L.L.P. VII. WASTEWATER COLLECTION SYSTEM A. General At this time,the majority of the wastewater generated in the City of Wylie (concentrating in areas adjacent to the present city center) flows by gravity and a combination of lift stations and force mains to the Wylie Wastewater Treatment Plant located near the center of the City and the new Muddy Creek Regional Wastewater Treatment Plant southwest of the City center. A small amount of current wastewater flow is handled through local residential septic systems. The Wylie Wastewater Treatment Plant has an average daily flow capacity of 1.0 MGD and a peak flow capacity of approximately 2.0 MGD. The average daily flow capacity of the new Muddy Creek Regional Wastewater Treatment Plant is 2.5 MGD and the peak flow capacity is 5.0 MGD. A planned expansion to the Muddy Creek Regional Wastewater Treatment Plant will provide an average daily flow capacity of 5.0 MGD and a peak flow capacity of 10.0 MGD. For the purpose of this impact fee study, the Lake Side Collection Basins are not expected to commence development, to a significant degree prior to 2015. Therefore, infrastructure improvements are not planned or included in the impact fee calculation. Muddy Creek, Cottonwood Creek and Rush Creek Basins are anticipated growth areas. 1) Muddy Creek: Muddy Creek includes the bulk of the existing development and produces the predominant volume of wastewater flow to the Wylie Treatment plant. The Muddy Creek Basin will add approximately 18,398 to the population by 2015. 2) Cottonwood Creek: Generally south of the City center is•an expected growth area where approximately 4,342 will be added to the population by 2015. 3) Rush Creek: Generally east of the City center is an expected growth area where approximately 5,829 will be added to the population by 2015. B. Collection Lines The wastewater collection system analysis, a more static system than the dynamic water distribution model, covered all of the drainage basins within the study area. The wastewater project cost includes necessary appurtenances, purchase of easements, utility relocation, pavement removal and replacement, and engineering costs. For existing Impact Fee projects, actual costs were utilized where known. Future project cost estimates were based on 2005 average unit cost per linear foot and include engineering and construction cost. An allowance of$15 per linear foot was included for easements. j:lclencallwylie12002-164 w&ww impact feeslreportslreport-1.doc -33- Birkhoff,Hendricks car Conway,L.L.P. The natural ground in the area to be served by the Wylie Wastewater Collection System varies in elevation from approximately 460 feet above mean sea level near the Muddy Creek Regional Wastewater Treatment Plant to 620 feet above mean sea level near the northwest City Limit. There is a natural divide running generally North to South near the Wylie city center(following Ballard Avenue to the Pleasant Valley Road). Generally speaking, the fall of the land on the west side of this divide is to the southwest and includes five main basins. These basins are (from south to north) Lower Muddy Creek, Tributary 1 to Muddy Creek, Tributary 2 to Muddy Creek, Tributary 3 to Muddy Creek and Upper Muddy Creek. The natural creeks, whose basins will collect wastewater through the installed system of trunk lines, flow into the geographic area normally serviced by the North Texas Municipal Water District. The fall of the land on the east side of this divide is to the southeast and includes three main basins. The basins are Cottonwood Creek (near the City center), Rush Creek (east of the City center) and Tributary 1 to Rush Creek (east of the main channel). These basins flow naturally into Lake Ray Hubbard. Flows in the City of Wylie service areas are collected in Lift Stations at the downstream limit of the service area and lifted over to the Muddy Creek basin. C. Treatment The Wylie Wastewater Treatment Plant is located near the City center. Currently, this plant serves the City center through both a gravity flow collection network and a network of lift stations, force mains and gravity sewers. It also serves some additional developed through a network of lift stations, force mains and gravity lines. The new Muddy Creek Regional Wastewater Treatment Plant was constructed southwest of the City center. An expansion of the Muddy Creek Regional Wastewater Treatment Plant is currently being designed. The North Texas Municipal Water District operates both treatment plants. D. Capital Improvement Program The wastewater facilities shown in Figure 3 include City constructed collection lines, trunk sewer lines, lift stations and force mains. The cost of the City constructed treatment plant and gravity sewers that are included in the Impact Fee Update are itemized in Table No. 15. The project locations are shown in Figure No. 3. The projects shown in Table No. 15 represent those required to meet the needs of the projected growth as provided in the Land Use Assumptions for Impact Fees. j:lclericallwyiie12002-164 w&ww impact feeslreportslreport-1.doc -34- , . , • • ,,,..,,, .• ,....sitI ... . ...-.6#,,,, N\.. -.\> ,,, i . .,,,,,,, 0 , . ... ., . . , , . i,. \ \• ' pp a p , . ,-..kili a,„,„-- .._,- , . ; ii i pi t-_, . • i, ,, . — .4 z_f_.' z ki::_.:_ipii....._------1.1.11,07;,:r", \ ,, ::\ . _ .,.. 4.4. c*Ii ..... .„... .. ,... , ., ,, ....._ , is i ii irl i , .� ' . .1!1!It I! Xlir n r‘A`,N, ,,41_,I ...:...rt,,,,di'•'-solii.ill . a. / \ � i, �- ,��,,��1l1li r.,A ' i11 gill ll _'i l .� W" 1==1t!:•si.. �!'/i ;;a: 1 '.' 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' ,�� 111_1. i� � ii II III�' l /j ? jam ' i ' 1� 1• :.� ` 1 L r '�� la - •.k,\�. _P i' Alk : ; k.)Atitilli�lii i 11 y , 111 !� ■ 1 I mity r , :�,1p,RI ii! ...,i,�,,,;_-,) ;'ti p• I. �, 1, .l� `��' ,�! I/ sabi.... I 1 itlit,,,, ,it.„. w 4- , 1111k% -... ..0,!) At, :m.o. ,_ , . .c.,,,... , ...Arca.% _. ,11t,;,-!v.„.*...- 2-4_ it.iri::,, ,17,111. .1_. ._ . .A4 - _, ., ,11. „s„ „ , ,. , , :..„....1._, =,,f,,,,., _ 0,,c--.4,,„,_ ,..„111111,„_,,,,..,,,, . , Ir:ta. --.1k. ... ,1", ,r 1 .,,?,__ , -;; I)))))),i,r...,41fii oliz,.: ,r„. ..,,,,i h _ 4,, , , • it _....,..i, I. Immo ,�.1um � __1. -J..., .\, L., ..�{� 0. ,. • � h • Birkhoff,Hendricks&Conway,L.L.P. (2 14 2006) Table No. 15 CITY OF WYLIE, TEXAS WASTEWATER COLLECTION SYSTEM 10-YEAR CAPITAL IMPROVEMENT PLAN WASTEWATER COLLECTION LINES Opinion of Construction Total Project Year Project Size Cost(1) Debt Service(2) Cost 2007 Twin Lakes Relief Sewer 30"&42" $ 2,608,000 $ 1,369,200 $ 3,977,200 $ - $ - $Subtotal: Wastewater Collection Lines $ 2,608,000 I S 1,369,200 S 3,977,200 TREATMENT FACILITIES Opinion of Construction Total Project Year _ Project Capacity Cost(1) Debt Service(2) Cost 2006 Treatment Plant Expansion#2 5 MGD $ 5,000,000 $ 3,150,000 $ 8,150,000 $ - $ - $ - Subtotal: Treatment Facilities $ 5,000,000 S 3,150,000 $ 8,150,000 MUDDY CREEK WASTEWATER INTERCEPTOR SYSTEM&PREVIOUS BOND SALES Utilized Amount of Total Project Year Project Capacity Bond Sale(1) _Debt Service(2)_ Cost 2004 NTMWD Muddy Creek Interceptor System(Bond 1) 95% $ 2,039,840 $ 1,111,089 $ 3,150,929 2004 NTMWD Muddy Creek Interceptor System(Bond 2) 95% $ 9,416,875 $ 4,589,260 $ 14,006,135 2002 Wylie Water&Sewer Bonds(50%of Total 95% $ 491,625 $ 209,050 $ 700,675 2000 Wylie Water&Sewer Bonds a@ 80%of Total 95% $ 1,1 17,200 $ 520,448 $ 1,637,648 1999 Wylie Water&Sewer Bonds c@ 50%of Total 95% $ 527,250 $ 225,212 $ 752,462 1997 Wylie Water&Sewer Bonds a 22.225%of Total 95% $ 429,617 $ 152,652 $ 582,268 1988 NTMWD Contract Revenue Bonds a 100%of Total _ 100% $ 355,000 $ 43,924 $ 398,924 Subtotal: Treatment Facilities _ $ 14,377,407 _$ 6,851,635 $ 21,229,041 PLANNING EXPENSES Opinion of Cost Total Project Year Project Capacity (1)(b) Debt Service(2) Cost Wastewater Master Plan - $ 20,600 $ - $ 20,600 Wastewater Impact Fee Calculation $ 20,000 _ $ - $ 20,000 Subtotal: Planning and Operations $ 40,600 S - $ 40,600 Wastewater Collection System CIP Grand Total: _S 22,026,007 $ 11,370,835 $ 33,396,841 I Notes: (1) Opinion of Cost includes: a) Engineer's Opinion of Construction Cost b) Professional Services Fees(Survey,Engineering,Testing,Legal) c) Cost of Easement at$15IL.f.of Open Cut Installation (2)Debt Service based on 20-year simple interest bonds at 5% Report W-WW cIP.xls -36- Birkhoff,Hendricks&Conway,L.L.P. E. Utilized Capacity The Land Use Assumptions from the City of Wylie were utilized to calculate the utilized capacity for the wastewater collection system based on land absorption from population growth projections. The population and employment growth in each wastewater drainage basin was determined utilizing the DSA growth projections. These growth rates were utilized to calculate 2005 and 2015 design flows. The following summarizes each design flow component utilized to calculate the wastewater design flows. 1) Population Based Flow: For the purpose of this wastewater impact fee study an average per capita flow of 110 gallons per day (gpcd) is a reasonable basis for the design of the wastewater collection and treatment facilities. Peak flows associated with this per capita rate have been estimated for various segments of the collection system by using the following formula (PF = (5/(populationll 000)''0.167). The formula takes into account the estimated population, and, indirectly, the area of the drainage basin to be served. This method gives a ratio of peak to average flows varying from a maximum of 5.0 times the average flow for a population of 1,000 or less to 2.32 times the average flow for a population of 93,700 (includes 18,000 for the City of Murphy). 2) Non-Population Based Flow: Non-residential average flows are estimated based on an average daily flow per acre for each non-residential land use category. The following were used for average daily flow per acre for each category: Business/Commercial Corridor: 1,600 gallons Commercial/Retail: 1,400 gallons Neighborhood Services: 1,200 gallons Public/Semi Private: 1,000 gallons Heavy Industrial: 2,400 gallons Light Industrial: 2,000 gallons Parks/Open Space: 5 gallons Floodplains: 0.01 gallons A 2.0 Peaking factor was used for each non-residential land use. The combination of per capita and non-residential based flow is the basis for aggregate dry weather flow in the basins. 3) Infiltration and Inflow: Groundwater can infiltrate into the sanitary sewer system through faulty sewer pipe joints, tree roots, breaks in sewer pipes and manholes and faulty service lines. Infiltration creates an average day flow related burden on wastewater collection systems and treatment plants. Infiltration is fairly constant and not necessarily based on temporary storm based events. Normal plant capacity j:\clericallwylie12002-164 w&ww impact feeslreportslreport-1.doc -37- Birkhoff,Hendricks&Conway,L.L.P. must be designed to handle infiltration related flows. The City can embark on programs to rehabilitate lines that contribute significant infiltration volumes when economically and environmentally feasible, and/or desirable. Inflow is generally related to storm based events that increase groundwater and surface water flow into the sanitary system. The additional flow is generally recognized to enter through manholes, service lines, roof drains and storm drains. Inflow related flows could cause surcharged sewers, overflows at manholes and peak flows to surpass the capacity of the treatment plant. The wastewater collection system planning calculations include a combined infiltration and inflow rate of 400 gallons per acre per day (gpad) for the entire wastewater service area. This flow is not peaked. The percentage of utilized capacity was calculated for the design flow of each study year based on the build-out capacity. The utilized capacity during the Impact Fee period is the difference between the year 2015 capacity and the year 2005 capacity. Table No. 16 below summarizes the project cost and utilized cost over the impact fee period of 2005 - 2015 for each element of the wastewater system. The utilized capacity for each existing and proposed wastewater facility and collection line is presented in detail in Impact Fee Capacity Calculation Tables Nos. 17 and 18. TABLE NO. 16 Summary of Eligible Capital Cost and Utilized Capacity Cost 20-Yr.or Utilized Capacity Wastewater System Facility Outstanding Cost ($)in CRP Period 2004 NTMWD Muddy Creek Interceptor System Bonds(1) $3,316,767 $3,150,929 2004 NTMWD Muddy Creek Interceptor System Bonds(2) $14,743,300 $14,006,135 2002 Wylie Water& Sewer Bonds @ 50%of Total $737,533 $331,899 2000 Wylie Water& Sewer Bonds @ 80%of Total $1,723,838 $775,727 1999 Wylie Water& Sewer Bonds @ 50%of Total $792,065 $316,826 1997 Wylie General,Water& Sewer Bonds @ 22.2225% $612,914 $214,520 1988 NTMWD Contract Revenue Bonds @ 100%of Total $398,924 $79,785 Proposed Wastewater Collection Line $4,254,300 $3,403,440 Proposed Muddy Creek WWTP Expansion $8,150,000 $8,150,000 Planning Expenses $40,600 $40,600 Total $34,770,241 $30,469,861 (1)Muddy Creek Trunk Sewer— Wylie Share at 61% (2)Muddy Creek Regional Wastewater Treatment Plant— Wylie Share at 61% }:lc!erica11wy1ie12002-164 w&ww impact feeslreportslreport-1.doc -38- Birkhoff Hendricks and Conway.L.L.P. TABLE NO. 17 CITY OF WYLIE, TEXAS WASTEWATER SYSTEM IMPACT FEE STUDY EXISTING MUDDY CREEK REGIONAL WASTEWATER SYSTEM DEBT SERVICE SCHEDULE $3,520,000 TOTAL BOND SALE (LOWER MUDDY CREEK INTERCEPTOR COSTS) Wylie Share 61% Maturity Year Principal Rate Interest(12101) Interest(6/01) Fiscal Total 2004 $ 37,406.90 $ 37,406.90 2005 $ 76,250.00 4.875% $ 47,650.53 $ 49,509.13 $ 173,409.66 2006 $ 67,100.00 4.875% $ 46,014.97 $ 47,650.53 $ 160,765.51 2007 $ 70,150.00 4.875% $ 44,306.28 $ 46,014.97 $ 160,471.25 2008 $ 73,200.00 4.875% $ 42,520.81 $ 44,306.28 $ 160,027.10 2009 $ 79,300.00 4.875% $ 40,587.88 $ 42,520.81 $ 162,408.69 2010 $ 82,350.00 4.875% $ 38,580.60 $ 40,587.88 $ 161,518.47 2011 $ 85,400.00 4.875% $ 36,498.97 $ 38,580.60 $ 160,479.57 2012 $ 91,500.00 4.875% $ 34,268.66 $ 36,498.97 $ 162,267.63 2013 $ 94,550.00 • 4.875% $ 31,964.00 $ 34,268.66 $ 160,782.66 2014 $ 100,650.00 4.875% $ 29,510.66 $ 31,964.00 $ 162,124.66 2015 $ 103,700.00 4.000% $ 27,436.66 $ 29,510.66 $ 160,647.32 , 2016 $ 109,800.00 4.125% $ 25,172.03 $ 27,436.66 $ 162,408.69 2017 $ 115,900.00 4.250% $ 22,709.16 $ 25,172.03 $ 163,781.19 2018 $ 122,000.00 4.300% $ 20,086.16 $ 22,709.16 $ 164,795.32 2019 $ 128,100.00 4.400% $ 17,267.96 $ 20,086.16 $ 165,454.12 2020 $ 134,200.00 4.500% $ 14,248.46 $ 17,267.96 $ 165,716.42 2021 $ 143,3 50.00 4.500% $ 11,023.08 $ 14,248.46 $ 168,621.54 2022 $ 149,450.00 4.625% $ 7,567.05 $ 11,023.08 $ 168,040.13 2023 $ 155,550.00 4.700% $ 3,911.63 $ 7,567.05 $ 167,028.68 2024 $ 164,700.00 4.750% $ - $ 3,911.63 $ 168,611.63 TOTALS $ 2,147,200.00 $ 578,732.45 $ 590,834.68 $ 3,316,767.13. JAWy11.12002.1641RcpnrtMan Sc./Line.aP.O.-Existing -39- 2/1412006 3:37 PM Birkhoff,Hendricks and Conway,L.L.P. TABLE NO. 17 CITY OF WYLIE, TEXAS WASTEWATER SYSTEM IMPACT FEE STUDY M EXISTING - MUDDY CREEK REGIONAL WASTEWATER SYSTEM DEBT SERVICE SCHEDULE . $16,250,000 TOTAL BOND SALE (MUDDY CREEK REGIONAL WWTP COSTS) Wylie Share 61% Maturity Year_ Principal _Rate Interest(12I01) Interest(6/01) Fiscal Total 2005 $ 341,600.00 5.000% $ 216,548.48 $ 216,548.48 $ 774,696.95 2006 $ 356,850.00 5.000% $ 208,008.48 $ 208,008.48 $ 772,866.95 2007 $ 372,100.00 5.000% $ 199,087.23 $ 199,087.23 $ 770,274.45 2008 $ 390,400.00 5.000% $ 189,784.73 $ 189,784.73 $ 769,969.45 2009 $ 405,650.00 5.000% $ 180,024.73 $ 180,024.73 $ 765,699.45 2010 $ 423,950.00 5.000% $ 169,883.48 $ 169,883.48 $ 763,716.95 2011 $ 445,300.00 4.750% $ 159,284.73 $ 159,284.73 $ 763,869.45 2012 $ 463,600.00 3.300% $ 148,708.85 $ 148,708.85 $ 761,017.70 2013 $ 484,950.00 3.500% $ 141,059.45 $ 141,059.45 $ 767,068.90 2014 $ 506,300.00 3.700% $ 132,572.83 $ 132,572.83 $ 771,445.65 2015 $ 530,700.00 3.800% $ 123,206.28 $ 123,206.28 $ 777,112.55 2016 $ 555,100.00 4.000% $ 113,122.98 $ 113,122.98 $ 781,345.95 2017 $ 579,500.00 4.100% $ 102,020.98 $ 102,020.98 $ 783,541.95 2018 $ 603,900.00 4.200% $ 90,141.23 5 90,141.23 $ 784,182.45 2019 $ 631,350.00 4.300% $ 77,459.33 5 77,459.33 $ 786,268.65 2020 $ 658,800.00 4.400% $ 63,885.30 $ 63,885.30 $ 786,570.60 2021 $ 689,300.00 4.500% $ 49,391.70 $ 49,391.70 $ 788,083.40 2022 $ 719,800.00 4.600% $ 33,882.45 $ 33,882.45 $ 787,564.90 2023 $ 753,350.00 4.600% $ 17,327.05 $ 17,327.05 $ 788,004.10 TOTALS ,$ 9,912,500.00. $ 2,415,400.23 $ 2f415,400.23 $ 14,743,300.45 J:,wnia12.oa3-i Ro.uV.n kw Lines Ctr.xlFExi�nj -40- 2/14/2006 3:37 PM 8irkhoff,Hendricks and Conway,L.L.P. TABLE NO. 17 CITY OF WYLIE, TEXAS WASTEWATER SYSTEM IMPACT FEE STUDY EXISTING-WASTEWATER COLLECTION LINES Avg.Unit Remaining Remaining Total Remaining (%) Utilized Capacity (Si i]tilizeti CapaeI y ____ Ell (Salt) Principle Debt Service Cost(5) Z S �015 %Fee 2005 2015 Fee Period 2002 Water&Sewer Bond Sales @ 50%Total Bond Amount Need Breakdown If Possible $517,500 $220,053 $737,553 50°%0 95% 45% 5368,777 5700,675 $331,899 i ' Subtotal: 5517,500 5220,053 $737,553 _ $368,777 $700,675 5331,899 i 7 - 2000 Water&Sewer Bond Sales @ 80%Total Bond Amount Need Breakdown If Possible $1,176,000 $547,838 $1,723,838 50% 95% 45% $861,919 $1,637,646 $775,727 Subtotal: 51,176,000 $547,838 $1723 838 s $861,919 $1,637,646 $775,72� 1999 Water&Sewer Bond Sales 54%Total Bond Amount Need Breakdown If Possible 1 $555,000 $237,065 $792,065 ' low .. $475,239 $792,065, $792,065 $316,826 Subtotal: $565t000 $237,d65 $792,065 $475739 $316,826 1997 General Obligation,Water!&Sewer Bond Sales @ 22.2225%Total Bond Amount Need Breakdow If Possible i $452,228 $160,686 $612,914 65% 100%III $398,394 $612,914 $214,520 $0 $0 SO Subtotal: $452,228 516d,686 5612,914 $398,394 $612,914 $214,520 1988 NTM WD Contract Revenue Bond Sales @ 100%Total Bond Amount e�ed Breakdow If Possible 1 I $355,000 $43,924 5398,9241 80% 100% 20% $319,139 $398,924 $79,785 Subtotal: S355,000 S43,924 $►398,9241 ii 53197139 5398,924 S79,785 - - _ .-it 1 ii Wastewater Collection Lines-Prior Pro ect CIP Total - ----_ -. Total � --- 1 ! I $3,055,728� $1,209,566 I - - $4,265,294 52,423,468 $4,142,224 51,718,757' Awy uco2-1 , sew Lima CIP. E, -41- 2/1412006 3:37 PM Birkhof,,Hendricks and Conway,L.L.P. . TABLE NO. 18 • CITY OF WYLIE, TEXAS WASTEWATER SYSTEM IMPACT FEE STUDY PROPOSED CIP-WASTEWATER COLLECTION LINES *Average Unit costs are based in 2005 dollars unless otherwise indicated and includes 25%for en;ineerin&and contingencies and$151Lf of Open Cutfor Easements (%) Utilized CapacityF--- (p Utilized Capacity Avg.Unit 20 Year Debt Total 20 Year Pipe Length Diameter Cost Total Capital Service(J 6% Project During i During Number (Ft.) (Inches) Date of Const. (Wt.) Cost (5) Simple Interest Cost (5►) 2005 2015 Fee Period 3 2005 2015 Fee Period Twin Lakes Relief Sewer-Proposed Collection Lines This Project includes 12,400 LF of new 30"and 42" Transfer Sewer commencing at the Twin Lakes Lift Station and running along Pleasant Valley Roar to the Muddy Creek Regional Wastewater Treatment Plant. - * 4,200 30 2007 $153.72 $645,624 - $406,743 $1,052,367 0% 80% 80% 80 $841,894 $841,894 * 8,200 42 $239.56 $1,964,376 $1,237,557 $3,201,933 0% 80% 80% $0 $2,561,546 $2,561,546 Subtotal: 12,400 ^ $2,b10,000, $1,644,300 $4,254,300 SO S3,403,440 S3,403,440. .._._- Sanitary Sewer Line-C1P Total Total I 12,4001 L.F. I I $2,610,000 $1,644,300T $4,254,300 SO_ $3,403,440 $3,403,440 _ 1 t San Sew Lines CIP.xls Proposed -42- 2/i412006 3:40 PM 1 Birkhoff,Hendricks&Conway,L.L.P. VIII. MAXIMUM IMPACT FEE CALCULATION—WATER& WASTEWATER SYSTEM The maximum impact fees for the water and wastewater systems are calculated separately by dividing the cost of the capital improvements or facility expansions necessitated and attributable to new development in the service area within the ten year period by the number of living units anticipated to be added to City within the ten year period as shown on Table No. 8 and Table No. 9. To simplify collection, we recommend the fee remain fixed throughout the next 5-year period, unless changed by Council. The water system impact fee is calculated as follows: Maximum Impact Fee = Eligible Existing Facility Cost + Eligible Proposed Facility Cost Number of New Living Unit Equivalent over the Next 10-Years = $1,644,621 + $27,111,588 = $28,756,209 11,018 11,018 Water Maximum Impact Fee = $2,609.93 * * Maximum Allowable Water Impact Fee is 50%of the Calculated Water Maximum Impact Fee. Allowable Maximum Water Impact Fee = $2,609.93 x 50% = $1,304.97 The wastewater system impact fee is calculated as follows: Maximum Impact Fee = Eligible Existing Facility Cost + Eligible Proposed Facility Cost Number of New Living Unit Equivalent over the Next 10-Years = $18,875,821 + $11,594,040 = $30,469,861 12,376 12,376 Wastewater Max. Impact Fee = $2,462.01 *Maximum Allowable Wastewater Impact Fee is 50%of the Calculated Wastewater Maximum Impact Fee. Allowable Maximum Wastewater Fee = $2,462.01 x 50% = $1,231.01 Based on the Allowable Maximum Impact Fee Calculation for Water and Wastewater, Table No. 19 calculates the maximum impact fee for the various sizes of water meters. j:lclerica[lwy1ie12O42-164 w&wwimpact feeslreportslreport-1.doc -43- Birkhoff Hendricks&Conway,L.L.P. TABLE NO. 18 Allowable Maximum Fee per Living Unit Equivalent 50%Maximum Water Impact Fee per Living Unit Equivalent $1,304.97 50% Maximum Wastewater Impact Fee per Living Unit Equivalent $1,231.01 Typical Land Meter Living Unit Maximum Impact Fee Use Meter Type Size _ Equivalent Water Sewer Total Single Family 5/8"& Residential Simple 3/4" 1.0 $ 1,304.97 $ 1,231.01 $ 2,535.98 Single Family Residential Simple 1" 1.7 $ 2,218.45 $ 2,092.72 $ 4,311.17 Single Family Residential Simple 1-1/2" 3.3 $ 4,306.40 $ 4,062.33 $ 8,368.73 Single Family Residential Simple 2" 5.3 $ 6,916.34 $ 6,524.35 $ 13,440.69 Comm./Retail Compound 2" 5.3 $ 6,916.34 $ 6,524.35 $ 13,440.69 Comm./Retail Turbine 2" 6.7 $ 8,743.30 $ 8,247.77 $ 16,991.07 Comm./Retail/ Multi Family Compound 3" 10.7 $ 13,963.18 $ 13,171.81 $ 27,134.99 Comm./Retail/ Multi Family Turbine 3" 16.0 $ 20,879.52 $ 19,696.16 $ 40,575.68 Comm./ Retail/ l/ Multi Family Compound 4" 16.7 $ 21,793.00 $ 20,557.87 $ 42,350.87 Comm./Retail/ Multi Family Turbine 4" 28.0 $ 36,539.16 $ 34,468.28 $ 71,007.44 Industrial Compound 6" 33.3 $ 43,455.50 $ 40,992.63 $ 84,448.13 Industrial Turbine 6" 61.3 $ 79,994.66 $ 75,460.91 $ 155,455.57 Industrial Compound 8" 53.3 $ 69,554.90 $ 65,612.83 $ 135,167.73 Industrial Turbine 8" 106.7 $ 139,240.30 $ 131,348.77 $ 270,589.07 Industrial Compound 10" 153.3 $ 200,051.90 $ 188,713.83 $ 388,765.73 Industrial Turbine 10" 166.7 $ 217,538.50 $ 205,209.37 $ 422,747.87 Industrial Turbine 12" 220.0 $ 287,093.40 $ 270,822.20 $ 557,915.60 j:lclericallwylie12002-164 w&ww impact feeslreportslreport-1.doc -44- Birkhoff Hendricks car Conway,L.L.P. TABLE NO. 19 Alternative Fee per Living Unit Equivalent Alternative Water Impact Fee per Living Unit Equivalent $1,300.00 Alternative Wastewater Impact Fee per Living Unit Equivalent $1,230.00 Typical Land Meter Living Unit Maximum Impact Fee P Use Meter Type _ Size Equivalent Water Sewer Total Single Family Residential Simple /4" 1.0 $ 1,300.00 $ 1,230.00 $ 2,530.00 Single Family Residential Simple 1" 1.7 $ 2,210.00 $ 2,091.00 $ 4,301.00 Single Family Residential Simple 1-1/2" 3.3 $ 4,290.00 $ 4,059.00 $ 8,349.00 Single Family Residential Simple 2" 5.3 $ 6,890.00 $ 6,519.00 $ 13,409.00 Comm./Retail Compound 2" 5.3 $ 6,890.00 $ 6,519.00 $ 13,409.00 Comm./Retail Turbine 2" 6.7 $ 8,710.00 $ 8,241.00 $ 16,951.00 Comm./Retail /Multi Family Compound 3" 10.7 $ 13,910.00 $ 13,161.00 $ 27,071.00 Comm./Retail /Multi Family Turbine 3" 16.0 $ 20,800.00 $ 19,680.00 $ 40,480.00 Comm./Retail /Multi Family Compound 4" 16.7 -$ 21,710.00 $ 20,541.00 $ 42,251.00 Comm./Retail • /Multi Family Turbine 4" 28.0 $ 36,400.00 $ 34,440.00 $ 70,840.00 Industrial Compound 6" 33.3 $ 43,290.00 $ 40,959.00 $ 84,249.00 Industrial Turbine 6" 61.3 $ 79,690.00 $ 75,399.00 $ 155,089.00 r , Industrial Compound 8" 53.3 $ 69,290.00 $ 65,559.00 $ 134,849.00 Industrial Turbine 8" 106.7 $ 138,710.00 $ 131,241.00 $ 269,951.00 Industrial Compound 10" 153.3 $ 199,290.00 $ 188,559.00 $ 387,849.00 Industrial Turbine 10" 166.7 $ 216,710.00 $ 205,041.00 $ 421a 751.00 Industrial Turbine 12" 220.0 $ 286,000.00 $ 270,600.00 $ 556,600.00 j:\clericallwylie12002-164 w&ww impact fees\reportslreport-1.doc -45- Wylie City Council (01 L.] AGENDA REPORT Meeting Date: February 28, 2006 Item Number: 4 De artment: En ineerin g (City Secretary's Use Only) p g Prepared By: Chris Hoisted Account Code: N/A Date Prepared: 2/15/06 Budgeted Amount: N/A Exhibits: One S u b'ect Consider, and act upon, Resolution No. 2006-08(R) setting a date, time and place for a Public Hearing on the proposed Water and Wastewater Impact Fees. Recommendation Motion to approve Resolution No. 2006-08(R) setting April 11, 2006 at 6:00 p.m., in the City Council Chambers of the Wylie City Hall for a Public Hearing on the proposed Water and Wastewater Impact Fees. Discussion On January 10, 2006 Council adopted an Ordinance setting the date for a public hearing on the updated Land Use Plan and Capital Improvements Plan. Section 395 of the Local Government Code specifies the process necessary for the implementation of impact fees, and a public hearing was conducted to receive public comments on the updates to the Land Use Plan and Capital Improvements Plan. The proposed resolution sets a date, time and place to conduct a public hearing on the proposed impact fees. Approved By Initial Date Department Director City Manager Page 1 of 1 RESOLUTION NO. 2006-08(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS SETTING A DATE, TIME AND PLACE FOR A PUBLIC HEARING ON THE PROPOSED WATER AND WASTEWATER IMPACT FEES BY THE CITY OF WYLIE, TEXAS AUTHORIZING AND DIRECTING THE CITY SECRETARY OR DESIGNEE TO NOTIFY THE PUBLIC OF SUCH PUBLIC HEARING; AND PROVIDING FOR AN EFFECTIVE DATE HEREOF. NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: Section 1. On the 11th day of April, 2006 at 6:00 p.m. in the City Council Chamber of the Wylie City Hall, 2000 N. Highway 78, City of Wylie, Texas, the City Council will hold a public hearing giving all interested persons the right to appear and be heard on the proposed water and wastewater impact fees by the City of Wylie, Texas. Notwithstanding the foregoing, the above stated date(s) for public hearing may be changed to any other date(s) that is in accordance with law and for which notice is provided in accordance with law, if it is determined by the City Manager, or his designee, that good reason exists for changing said date. Section 2. The City Secretary or designee, of the City of Wylie, Texas, is hereby authorized and directed to cause notice of such hearing to be published in one or more newspapers having general circulation in Collin, Rockwall and Dallas Counties and send notice by certified mail to any person having given notice to the City by certified or registered mail within two (2) years preceding the date this resolution is adopted in accordance with Section 395.049 of the Texas Local Government Code. Said notices shall be published and mailed before the 30th day before the date of the public hearing. DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, on the 28th day of February, 2006. John Mondy, Mayor ATTEST TO: Carole Ehrlich, City Secretary L:\Agenda Packets 2006\2-February 2006\February 28,2006\Individual Consideration Item#4-ARBJ-#443293-vl- Resolution_calling_public_heaing_on_adopting_impact_fees.DOC Wylie City Council 1__,=][ir.)r..-(01 L.] AGENDA REPORT Meeting Date: February 28, 2006 Item Number: 5 De artment: Plannin g (City Secretary's Use Only) p Prepared By: Renae' 011ie Account Code: N/A Date Prepared: 02/15/06 Budgeted Amount: N/A Exhibits: Four S u b'ect Consider, and act upon, Ordinance No. 2006-11 abandoning the alley right-of-way, generally located at the east right-of-way of Jackson Street north of Brown Street and running approximately 285 feet east through Block 1, Lots 1 C and 1 A and Block 2, Lots 2F, 2C, and 2G to the west right-of-way of Ballard Avenue in the Russell #1 Addition. Recommendation Motion to approve Ordinance No. 2006-11 abandoning the alley right-of-way, generally located at the east right-of-way of Jackson Street north of Brown Street and running approximately 285 feet east through Block 1, Lots 1 C and 1 A and Block 2, Lots 2F, 2C, and 2G to the west right-of-way of Ballard Avenue in the Russell #1 Addition. Discussion The South Collin County Habitat for Humanity, owner of a tract of land located within the Russell #1 Addition, Block 2, Lots 2F, 2C, and 2B, has requested that the City abandon that segment of the alley beginning at the east right-of-way of Jackson Street north of Brown Street and running approximately 285 feet east through Block 1, Lots 1 C and 1 A and Block 2, Lots 2F, 2C, and 2G to the west right-of-way of Ballard Avenue. The alley was created by the platting of the Russell #1 Addition, one of the original subdivisions within the City of Wylie. The segment of this abandonment is 15 feet wide and 285 feet long, containing 4,275 square feet. The area is a stable residential area and has received significant reinvestment and redevelopment through the years. Lot 2 of the subject property has been previously inappropriately divided which has resulted in some lots being too small for modern residences and has caused some land-locked parcels which cannot be accessed by emergency vehicles. The applicant has since purchased these lots and is pursuing development through the replatting process of these lots. The alley is unimproved, and the City of Wylie has determined that said alley is no longer needed for public access purposes. There is a six inch sewer line that will remain in place but will be located within easements through replatting of the adjacent properties. Page 1 of 2 Page 2 of 2 The City of Wylie finds it would be beneficial to be able to sell, exchange or convey abandoned street or alley property using any method allowed by the state law. The City receives no tax revenue from the property as platted within a public alley. If and when the right-of- way is converted to private ownership as planned, the land and any improvements placed thereon will be subject to all taxes of the City of Wylie. Approved By Initial Date Department Director City Manager ORDINANCE NO. 2006-11 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, ABANDONING THE PLATTED ALLEY WITHIN BLOCKS 1 AND 2 OF THE RUSSELL #1 ADDITION; PROVIDING THAT SAID ALLEY SHALL BE OFFERED FOR SALE TO ADJACENT PROPERTY OWNERS; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the property described herein is platted as a fifteen (15) feet wide alley right-of-way, within Blocks 1 & 2 of the Russell #1 Addition, beginning at the east right-of-way of Jackson Street north of Brown Street and running approximately 285 feet east through Block 1, Lots 1C and 1 A and Block 2, Lots 2F, 2C, and 2G to the west right-of-way of Ballard Avenue; and WHEREAS, the principal owner of property adjacent to said alley rights-of-way has requested that these alleys be abandoned and offered for sale according to State law to adjacent property owners, the owners of all adjacent properties having been notified to the potential for abandonment and conveyance of the appropriate alley right-of-way; and WHEREAS, the City of Wylie has determined that said alleys are no longer needed for public access purposes, provided that existing utilities located within said alleys are converted to easements through replatting or other legal instruments by the new owners acquiring said alley; NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, THAT: SECTION 1: That the above described portions of alley rights-of-way are no longer necessary for public access purposes, provided that existing utilities shall be located within easements, and that said portion of alley should be abandoned in favor of adjacent property owners. SECTION 2: That this abandonment shall extend only to the public right, title and interest which the City of Wylie, Texas may have in and to said alley rights-of way, and shall be construed to extend only to such interest that the governing body of the City of Wylie may legally and lawfully abandon. Individual Consideration Item#5-Ordinance Alley ROW Abandonment-Russell Addition Blk 12 SECTION 3: That this ordinance shall be in full force and effect from and after its adoption by the City Council, as the law in such cases provides. DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS on this 28th day of February, 2006. John Mondy, Mayor ATTESTED TO AND CORRECTLY RECORDED BY: Carole Ehrlich, City Secretary Date of Publication in The Wylie News—February 29,2006 Individual Consideration Item#5-Ordinance Alley ROW Abandonment-Russell Addition Blk 12 r Or Edison Lane � ♦ � " ••......._••_•......•..... , g � U / y c /1111Aom o Ar Kinney 7 - 0�, , INkr o"� Subject OW ♦ ♦ Propedy Da Vinci etlithi.._ r-- I , ihaym lsir L.. 1 Mai I-t-..-.._ -.- 7 I Lane � • .._ 1.I.Ligai _. _.._�. i L_ , i . . ._.._.••_•.J -I 1 I I $IkOfS OU f - 1 i i Hrl 1 �7 , i i i i i W , , est rown Stre;t a) � � J tast i Brown Street T N MIOMMIIMIN g . ...... ,. , .+') L. Ill 111111111111.1111 Li-- Je erson' Street ■ 'MM. i . ,______ , MN . -0 111111 ii 1 , : 0 _ _ ,.. mom . ME ./. , ' - i — v)MEOW w , MN iff i . , , 0 ME= , , ". Marble i 1_, Street ,•../1 ill ' P t•-• P i r ' F 1- . , _...___..J ., ' .. ., F-7, -.--. , , . , • J Oak Street � Oak 9 1 . / HpIgH: - .--- , ' , (DI . 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'.. . . . . . . • . . . .. . . ... . , . . . • . . . .. • . . . . - . . 4011044.• South Collin County Habitat for Humanity® November 29,2005 City of Wylie Attn: Renae 011ie 2000 Highway 78 North Wylie,Texas 75098 Phone: 972.442.8157 Fax: 972.442.8115 Email: rollie@ci.wylie.tx.us Dear Ms.011ie, The purpose of this letter is to request the alley adjacent to our properties,owned by the South Collin County Habitat for Humanity,located on Jackson Street in the city of Wylie be declared abandoned and/or excess to the needs of Wylie. We further request the land represented by the alley be transferred or deeded to Habitat. Sincerely, 117 -1-- "chirdTaylor Executive Director South Collin County Habitat for Humanity 1100 Summit Suite 103 Piano, TX 75074 Phone: 972.398.0634 Email: dtaYlorplanohth@verizon.net j •d 6S98'E2b'2G6 JoiRel moiQ dLT :20 SO 62 ^ON Wylie City Council AGENDA REPORT _: Meeting Date: February 28, 2006 Item Number: 6 De artment: En ineerin g (City Secretary's Use Only) p g Prepared By: Chris Hoisted Account Code: 613-5723 Date Prepared: 2/15/06 Budgeted Amount: N/A Exhibits: Two Subject Consider, and act upon, Engineering Services Agreements with Birkhoff, Hendricks & Conway, L.L.P., in the amount of $704,700.00, for (A) 730 Service Zone and 679 Service Zone Waterline Improvements; and (B) Newport Harbor Pump Station,Nortex Pump Station and NTMWD Pump Station Improvements. Recommendation Motion to approve Engineering Services Agreements with Birkhoff, Hendricks & Conway, L.L.P., in the amount of $704,700.00, for (A) 730 Service Zone and 679 Service Zone Waterline Improvements; and (B) Newport Harbor Pump Station,Nortex Pump Station and NTMWD Pump Station Improvements. Discussion The City recently completed updates to the water system 10-year Capital Improvements Plan (CIP). Based on the future growth of the City, the plan identifies twenty eight (28) water line and pump station improvements necessary to maintain the current level of service and provide additional capacity in the system. Water line improvements include mains along McCreary Road, in Newport Harbor, along FM 1378, along SH 78, along Brown St, and along Sanden Blvd. Total construction cost for the water line projects is projected to be $4,865,000. The total engineering fees for the water line projects are $394,500. Water is delivered to the City from the North Texas Municipal Water District (NTMWD) via three pump stations. The NTMWD, Newport Harbor, and Nortex pump stations are located throughout the City and adjacent to NTMWD water transmission lines. The pump station improvements include the construction of an additional 3.5 million gallons of ground storage and the addition or replacement of eight service pumps. Projected construction costs for the pump station improvements are $3,981,475. The total engineering fees for the water line projects are $310,200. Water impact fee funds will be used for the engineering services. Construction will be funded through a combination of impact fees, water rates and future development. Some projects, such as the water line along FM 1378, will be constructed as expansion of the adjacent roadway occurs. The current water impact fee fund balance is approximately $4.3 million of which $2.8 million has been committed for the construction of the Creekside elevated storage tank. Approved By Initial Date Department Director City Manager Page 1 of 2 PROFESSIONAL ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Wylie, Texas, hereinafter referred to as "City", and Birkhoff, Hendricks & Conway, L.L.P., hereinafter referred to as "Engineer", to be effective from and after the date as provided herein. WITNE S SETH: WHEREAS, City the desires to engage the services of the Engineer to complete engineering design and provide surveying services for the Newport Harbor Pump Station, Nortex Pump Station and NTMWD Pump Station Improvements,hereinafter referred to as the "Project"; and WHEREAS, the Engineer desires to render such engineering design services for the City under the terms and conditions provided herein. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the covenants contained herein, and for the mutual benefits to be obtained hereby, the parties hereto agree as follows: I. Employment of the Engineer The City hereby agrees to retain the Engineer to perform professional engineering services in connection with the Project; Engineer agrees to perform such services in accordance with the terms and condition of this Agreement. II. Scope of Services The parties agree that Engineer shall perform such services as are set forth and described in Exhibit"A", which is attached hereto and thereby made a part of this Agreement. The parties understand and agree that deviations or modifications, in the form of written changes may be authorized from time to time by the City. III. Schedule of Work The Engineer agrees to commence services immediately upon execution of this Agreement, and to proceed diligently with said service to completion as described in the Completion Schedule attached hereto as Exhibit "B" and thereby made a part of this Agreement. Professional Services Agreement—Pump Station Improvements (11/16105) Page 1 of 16 l:16160 contract developmentlwyiielwater ciplpump stationslps-agrecment.doc IV. Compensation and Method of Payment The parties agree that Engineer shall be compensated for all services provided pursuant to this Agreement in the amount and manner described and set forth in the Payment Schedule attached hereto as Exhibit "C" and thereby made a part of this Agreement. Engineer further agrees that it will prepare and present such monthly progress reports and itemized statements as are described in said Exhibit"C". City agrees to pay invoices upon receipt. V. Insurance Engineer agrees to procure and maintain for the duration of the contract Professional Liability Insurance, Worker's Compensation, General Liability and Automobile Insurance. VI. Assignment and Subletting The Engineer agrees that neither this Agreement nor the services to be performed hereunder will be assigned or sublet without the prior written consent of the City. The Engineer further agrees that the assignment or subletting of any portion or feature of the work or materials required in the performance of this Agreement shall not relieve the Engineer from its full obligations to the City as provided by this Agreement. Kleinfelder, Inc. shall perform the Geotechnical Investigations and Quality Control Testing for the Ground Storage Tanks. VII. Audits and Records The Engineer agrees that at any time during normal business hours and as often as City may deem necessary, Engineer shall make available to representatives of the City for examination all of its records with respect to all matters covered by this Agreement, and will permit such representatives of the City to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement, all for a period of one year from the date of final settlement of this Agreement or for such other or longer period, if any, as may be required by applicable statute or other lawful requirement. VIII. Contract Termination The parties agree that City or the Engineer shall have the right to terminate this Agreement without c aus e upon thirty (30) days written notice to the other. In the event of such termination without cause, Engineer shall deliver to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports, photographs or other items prepared by Engineer in connection with this Agreement. Engineer shall be entitled to compensation for any and all services completed to the satisfaction of City in accordance with the provisions of this Agreement prior to termination. Professional Services Agreement—Pump Station Improvements (11/16105) Page 2 of 16 I:16160 contract developrnentlwyiielwater ciplpump stationslps-agreement.doc ti IX. Engineer's Opinion of Cost The parties recognize and agree that any and all opinions of cost prepared by Engineer in connection with the Project represent the best judgment of Engineer as a design professional familiar with the construction industry, but that the Engineer does not guarantee that any bids solicited or received in connection with the Project will not vary from the opinion by the Engineer. X. Ownership of Documents Original drawings, specifications and reports are the property of the Engineer; however, the Project is the property of the City. City shall be furnished with such reproductions of drawings, specifications and reports. Upon completion of the services or an earlier termination of this Agreement under Article VIII, Engineer will revise drawings to reflect changes made during construction as reported by the City and contractor, and he will furnish the City with one complete set of reproducible record drawings and electronic files. The electronic files will be provided based on the following conditions: A. The electronic files are compatible with AutoCAD 2000 or AutoCAD 2004, WaterGEMS Format WaterCad 7.0 and MS Office 2000 operating on a PC using a Windows based operating system. B. Engineer does not make any warranty as to the compatibility of these files beyond the specified release of the above stated software. C. Because data stored on electronic media can deteriorate undetected or be modified, the Owner agrees that the Engineer will not be held liable for completeness or correctness of electronic media after an acceptance period of thirty days after delivery of these files. D. The electronic files are instruments of our service. Where there is a conflict between the hard copy drawings and the electronic files, the hard copy files will govern in all cases. E. Both parties acknowledge mutual non-exclusive ownership of the electronic files and each party may use, alter, modify or delete the files without consequence to the other party. F. All electronic files provided to the Owner will not contain engineer's seal, handwritten dates and signatures. Additional prints shall be furnished at cost, as an additional service, at any other time requested by City. Professional Services Agreement—Pump Station Improvements (11/16/05) Page 3 of 16 1:16160 contract developmentlwylielwater ciplpump stationslps-agrecrncnt.doc XI. Complete Contract This Agreement, including the exhibits hereto numbered "A" through "C" constitutes the entire agreement by and between the parties regarding the subject matter hereof. XII. Mailing of Notices Unless instructed otherwise in writing, Engineer agrees that all notices or communications to City permitted or required under this Agreement shall be addressed to City at the following address: Mr. Chris Hoisted, P.E. City Engineer City of Wylie 949 Hensley Lane Wylie, Texas 75098 City agrees that all notices or communications to Engineer permitted or required under this Agreement shall be addressed to Engineer at the following address: Joe R. Carter, P.E. Birkhoff, Hendricks & Conway, L.L.P. 7502 Greenville Ave., #220 Dallas, Texas 75231 Phone: (214) 361-7900 All notices or communications required to be given in writing by one party or the other shall be considered as having been given to the addressee on the date such notice or communication is posted by the sending party. XIII. Contract Amendments This Agreement may be amended only by the mutual agreement of the parties expressed in writing. Professional Services Agreement—Pump Station Improvements (11116105) Page 4 of 16 1:16160 contract dcvciopmentlwyliclwatcr ciplpump stationslps-agrecment.doc XIV. Effective Date This Agreement shall be effective from and after execution by both parties hereto. WITNESS OUR HANDS AND SEALS on the date indicated below. CITY OF WYLIE, TEXAS BIRKHOFF, HENDRICKS & CONWAY, L.L.P. //'--) — By: By: • -a L.,„" Joe R. Carter, P.E.,Partner Date: Date: ZTO6' ATTEST By: Date: Professional Services Agreement—Pump Station Improvements (11116/05) Page 5 of 16 1:\6160 contract devdoprnent\wyiic1water cip\pump stationslps-agreement.doc EXHIBIT "A" ENGINEERING SERVICES Improvements To Newport Harbor Pump Station, Nortex Pump Station and NTMWD Pump Station Newport Harbor Pump Station Improvements Part 1A: Design Phase Ground Storage Tank Preparation of plans, specifications and bidding documents for a 2 million gallon AWWA D 110, Type III, Concrete Ground Storage Reservoir with a domed roof and 40-foot side water depth based on the following: 1) Specifications based on following standards: ❑ American Water Works Association (AWWA) > American Nation Standards Institute (ANSI) > American Society of Testing Materials (ASTM) ❑ National Sanitation Foundation (NSF) ❑ American Concrete Institute (ACT) 2) Tank Accessories to include the following: ❑ Pipe Connections ❑ Roof Hatch ❑ Over Flow ❑ Vent ❑ Drain ❑ Gate Valves ❑ Tank Ladders ❑ Level Monitoring to existing SCADA System 3) Prepare plan-profile sheets for suction and discharge lines to connect the reservoir with the existing pump station piping. 4) Plans to include provisions to revise the existing connection to the existing North Texas Municipal Water District supply line and the existing meter as directed by the City. 5) Provisions for site grading and establishing and grass on the existing pump station site. Professional Services Agreement—Pump Station Improvements (11/16/05) Page 6 of 16 1:16160 contract developmcntlwyliclwatcr ciplpump stationslps-agrccment.doc 6) Field surveys to establish site topography and contours and to provide a temporary benchmark at the pump station site. 7) Plans and specifications will include provisions for erosion control devices to be erected at the pump station site. 8) Provide Geotechnical Investigation, including four borings at the foundation of the proposed tank structure, two copies of report will be provided to the City. (Geotechnical Investigation to be completed by Kleinfelder, Inc.) 9) Plans and specifications will include provisions for removal of an existing steel ground storage reservoir. An option will be included for the resale of steel from the existing reservoir. Suction and discharge lines from the existing reservoir will be plugged. Part 1B: Design Phase Pump Station Improvements Preparation of plans, specifications and bidding documents for improvements to the Newport Harbor Pump Station. The scope of the improvements is as follows: 1) The proposed pump station improvements shall be designed with two of the existing pumps replaced to provide a rated capacity of approximately 11 MOD. Improvements shall include replacement of existing valves and piping as necessary to accommodate the proposed pump configuration. 2) Plan and sections shall be based on record drawings of the site together with field- surveyed dimensions of existing pumps and piping to be replaced. 3) Electrical design to include motor control center sizing and replacement as necessary and SCADA improvements. Electrical design shall also include provisions for connecting an emergency generator. 4) Plans, specifications and contract documents are to be set up to allow bidding and construction of the pump station improvements in two phases. Professional Services Agreement—Pump Station Improvements (11/16/05) Page 7 of 16 1:\fi 160 contract developmentlwylielwater cip\pump stationslps-agreemcnt.doc Nortex Pump Station Improvements Part I C: Design Phase Ground Storage Tank Preparation of plans, specifications and bidding documents for a 1.5 million gallon AWWA D100, Steel Ground Storage Reservoir with a 40-foot side water depth based on the following: 1) Specifications based on following standards: > American Water Works Association (AWWA) ❑ American Nation Standards Institute (ANSI) ❑ American Society of Testing Materials (ASTM) > National Sanitation Foundation (NSF) ✓ American Concrete Institute (ACI) 2) Tank Accessories to include the following: • Pipe Connections > Roof Hatch • Over Flow v Vent ❑ Drain > Gate Valves • Tank Ladders ❑ Level Monitoring to existing SCADA System 3) Prepare plan-profile sheets for suction and discharge lines to connect the reservoir with the existing pump station piping. 4) Plans to include provisions to revise the existing connection to the existing North Texas Municipal Water District supply line and the existing meter as directed by the City. 5) Provisions for site grading and establishing and grass on the existing pump station site. 6) Field surveys to establish site topography and contours and to provide a temporary benchmark at the pump station site. 7) Plans and specifications will include provisions for erosion control devices to be erected at the pump station site. 8) Provide Geotechnical Investigation, including up to three borings at the foundation of the proposed tank structure, two copies of report will be provided to the City. (Geotechnical Investigation to be completed by Kleinfelder, Inc.) Professional Services Agreement—Pump Station Improvements (11/16/05) Page 8 of 16 1:16160 contract developmentlwyiielwater ciplpump stationslps-agreement.doc Part 1D: Design Phase Pump Station Improvements Preparation of plans, specifications and bidding documents for improvements to the Nortex Pump Station. The scope of the improvements is as follows: 1) The proposed pump station improvements shall be designed so that there will be room for four horizontal split case pumps providing a rated capacity of approximately 9 MGD. Improvements shall include replacement of existing valves and piping as necessary to accommodate the proposed pump configuration. 2) Plan and sections shall be based on record drawings of the site together with field- surveyed dimensions of existing pumps and piping to be replaced. 3) Plans shall be provided for extension of the existing pump station building to accommodate a fourth horizontal split case pump. 4) Electrical design to include motor control center sizing and replacement of existing motor control center and incorporating existing SCADA improvements. Electrical design shall also include provisions for connecting a portable generator. 5) Plans, specifications and contract documents are to be set up to allow bidding and construction of the pump station improvements in two phases. North Texas Municipal Water District Pump Station Improvements Part 1E: Design Phase Pump Station Improvements Preparation of plans, specifications and bidding documents for improvements to the North Texas Municipal Water District Pump Station. The scope of the improvements is as follows: 1) The proposed pump station improvements shall be designed to provide room for a total of five vertical turbine pumps providing a rated capacity of approximately 11 MGD. 2) Prepare plans and specifications for a new wet well approximately 10' wide x 40' long x 28' deep for all five of the proposed vertical turbine pumps to be mounted on. 3) Plans shall include provisions for a new meter between the North Texas Municipal Water District building and the proposed wet well as directed by the City. Plans shall include replacement of existing discharge header from new wet well to existing waterline at State Highway 78. Professional Services Agreement—Pump Station Improvements (11/16/05) Page 9 of 16 1:16160 contract dcyclopmentlwylielwater ciplpump stationslps-agreement.dac North Texas Municipal Water District Pump Station Improvements Part 1E: Design Phase Pump Station Improvements (Continued) 4) Electrical design to include sizing and layout of a new weatherproof motor control center and connections to the existing SCADA system. Electrical design shall also include provisions for connecting a portable generator and provisions for new electrical service to the pump station. 5) Plans, specifications and contract documents are to be set up to allow bidding and construction of the pump station improvements in three phases. Part 2:Bidding Phase (Same For All Proi ects) 1) Assist the City staff in advertising for bids. This will include e-mailing "Notice to Contractors" to contractors experienced in this type of construction. City will have the Notice published in local newspaper. 2) Sell bidding documents to potential contractors and their suppliers and other parties. 3) Provide bidding documents to City of Wylie, Dodge Reports and two other parties. 4) Assist during opening of bids and provide bidding tally sheets. 5) Provide bid tabulation to City and contractors who submitted bids. 6) Obtain the following information from the lowest bidder and formulate opinion from the information received and provide the City a summary of the opinion for their use in selection and award of the construction contract. 1. Past work history. 2. Physical resources to produce the project. 7) After award of contract, furnish eight sets of prints of the final plans, specifications and contract documents to the City for construction use by the City and Contractor. Part 3:Construction Phase (Same For All Projects) I) Assist the City in preparing an agenda and conducting a pre-construction conference. 2) Attend coordination meetings with contractor, quality control personnel, and City representatives to discuss strategy,problem areas, progress, and any required coordination. 3) Review shop drawings and other submittal information, which the Contractor submits. This review is for the benefit of the Owner and covers only general conformance with information given by the Contract Documents. The contractor is to review and stamp their approval on Professional Services Agreement—Pump Station Improvements (11/16/05) Page 10 of 16 1:16160 contract deveiopmdentlwylielwater ciplpump stationslps-agreement.doc submittals prior to submitting to the Engineer. Review by the Engineer does not relieve the Contractor of any responsibilities, safety measures or the necessity to construct a complete and workable facility in accordance with the Contract Documents. 4) Provide written responses to requests for information or clarification to the City or Contractor. 5) Prepare and process routine change orders for this project as they pertain to the original scope of work. 6) Prepare monthly pay request from information received from the City's on-site representative and Contractor. Review requests and make recommendation to the City. 7) Accompany the City during their final inspection of the project. 8) Recommend final acceptance of work based on information from the City's on-site representative. 9) Review the City's on-site representative's daily reports and independent laboratory's test reports to formulate opinion of progress and attempt to identify potential problems. 10)Monitor construction schedule and have slippage identified and explained by Contractor. 11)Prepare record drawings utilizing City and Contractor construction record information and provide record drawings in an electronic file format (tiff image). Part 4:Additional Services The following services are not included in the project lump sum cost and are provided as "Additional Services" as deemed necessary by the Engineer or as requested by the City. A) Field Surveys Perform field surveys to determine the existing contours for the site and spot check dimensions provided in the record drawings and as requested by the City for additional information related to the project. B) Geotechnical Investigation Provide geotechnical investigations at each pump station site, two copies of the report will be provided to the City. Four soil borings at the Newport Harbor Pump Station, three soil borings at the Nortex Pump Station and one soil boring at the North Texas Municipal Water District Pump Station. (The Geotechnical Investigation will be completed by Kleinfelder, Inc.) Professional Services Agreement—Pump Station Improvements (11/16/05) Page 11 of 16 1:16 Z 60 contract devclopmentlwyliclwatcr cip\pump stationslps-agrcernent.doc Part 5: Exclusions The intent of this scope of services is to include only the services specifically listed herein and none others. Services specifically excluded from this scope of services include, but are not necessarily limited to the following: A. Environmental impact statements and assessments. B. Fees for permits or advertising. C. Certification that work is in accordance with plans and specifications. D. Providing an on-site representative. E. Environmental cleanup. F. Landscape architecture. G. Flood plain reclamation plans. H. Trench safety designs. I. Quality control and testing services during construction. (Except as noted for the Nortex Pump Station Ground Storage Reservoir) J. Services in connection with condemnation hearings. K. Preliminary engineering report. L. Phasing of Contractor's work. M. On-site safety precautions,programs and responsibility. N. Consulting services by others not included in proposal. O. Revisions andlor change orders as a result of revisions after completion of original design(unless to correct error on plans). P. Traffic engineering report or study. Q. Title searches, boundary surveys, or property surveys. PART 6: City's Responsibilities The City will provide information regarding objectives and requirements for the Project. The City will provide the following information necessary for this Project: 1. All the City's plat, easement and construction plans and electronic drawing files related to the Project will be made available. City will provide copies of such information at no cost. City will grant permission for the Engineer to obtain electronic drawing files from other engineering firms for information related to the projects. 2. City will provide access to all manholes, cleanouts, water meters and valves and to all City right-of-way and easements along the project. Professional Services Agreement—Pump Station Improvements (11/16105) Page 12 of 16 1:16160 contract developmentlwylie\water ciplpump stationslps-agreement.doc PART 6: City's Responsibilities (Continued) 3. The City's Utility Operations Department will excavate to locate existing water and sewer lines for horizontal and vertical ties as necessary and requested by the Engineer. The Engineer will call to schedule a time when the work can be done. 4. City will take appropriate steps to notify the residents of any necessary public meetings. 5. City will provide both electronic drawings and hard copies of any existing topography maps in the vicinity of the project. 6. City will provide and disclose all factors pertinent to the Project including the known or suspected location of underground or buried obstacles. 7. City will be responsible for determination of the proper handling of historical monuments, homes, or other structures of importance and for informing the Engineer of the disposition of these elements. The City agrees to report promptly in writing to the Engineer any fault or defect in the Engineer's services or non-conformance with the provisions of this agreement. The City will designate a single representative to act in its behalf, with respect to the Project, who shall examine plans and specifications submitted by the Engineer and shall render decisions pertaining thereto promptly to avoid unreasonable delay in the progress of the Engineer's services. Professional Services Agreement—Pump Station Improvements (11/16105) Page 13 of 16 1:16160 contract development\wyliclwater ciplpump stationAps-agreement.doc EXHIBIT "B" COMPLETION SCHEDULE The following schedule for completion of the stages of the design, bidding and construction process for the various projects is based on the amount of time required by the Engineer to complete each phase and does not include the time required by the City for site selection, plan review, advertisement for bidding, final inspection and completion of final punch list items. It is understood that the projects are to be designed for ultimate conditions with provisions made to allow bidding of pump station improvements in phases. Complete Geotechnical Investigations 30 calendar days after Notice to Proceed Submit Preliminary Plans to City for Review 180 calendar days after Notice to Proceed Complete Final Plans 90 days after final review comments are received from the City Complete Bidding Phase 30 calendar days after establishment of bid date and project advertisement Contractor Completes Construction Varies depending on the project and phase Professional Services Agreement—Pump Station Improvements (11116/05) Page 14 of 16 1:16160 contract deveiopmentlwyiielwater ciplpump stationslps-agreement.doc EXHIBIT "C" PAYMENT SCHEDULE Payment for Basic Engineering Services described under Newport Harbor Pump Station Improvements, Nortex Pump Station Improvements and North Texas Municipal Water District Pump Station Improvements in Parts 1 A through 1 E and Part 2 and Part 3 of Exhibit"A"shall be based on a lump sum amount of$283,000.00 with the following breakdown for each part: Newport Harbor Pump Station Improvements Ground Storage Reservoir Part lA(Design Phase— 80 %) $48,000.00 Parts 2 & 3 (Bidding & Construction Phase—20 %) $12,000.00 Total Lump Sum Amount $60,000.00 Pump Station Improvements Part 1B (Design Phase— 80 %) $31,200.00 Parts 2 & 3 & Construction Phase—20 %) $ 7,800.00 (Bidding Total Lump Sum Amount $39,000.00 Nortex Pump Station Improvements Ground Storage Reservoir Part 1 C (Design Phase— 80 %) $32,000,00 Parts 2 & 3 (Bidding &Construction Phase--20 %) .. $ 8,000.00 Total Lump Sum Amount $40,000.00 Pump Station Improvements Part 1D (Design Phase— 80 %) $47,200.00 Parts 2 &3 (Bidding & Construction Phase—20 %) $11,800.00 Total Lump Sum Amount $59,000.00 North Texas Municipal Water District Pump Station Improvements Pump Station Improvements Part lE(Design Phase— 80 %) $68,000.00 Parts 2 & 3 (Bidding & Construction Phase—20 %) $17,000.00 Total Lump Sum Amount $85,000.00 Professional Services Agreement—Pump Station Improvements (11116/05) Page 15 of 16 1:16160 contract developmentlwyliclwater ciplpump stationslps-agrcement.doc Payment for Additional Services described under Part 4A of Exhibit "A" shall be based on the Survey Crew at $125.00 per hour and all expenses for additional services including subcontracted engineering services described under Part 4B of Exhibit "A" shall be at invoice cost times 1.15. The following are the budget amounts for each project: Newport Harbor Pump Station Improvements Field Surveys $ 2,000.00 Geotechnical Investigation $ 9,200.00 Subtotal Budget Amount $11,200.00 Nortex Pump Station Improvements Field Surveys $ 2,500.00 Geotechnical Investigation $ 8,050.00 Subtotal Budget Amount $10,550.00 North Texas Municipal Water District Pump Station Improvements Field Surveys $ 2,000.00 Geotechnical Investigation $ 3,450.00 Subtotal Budget Amount $ 5,450.00 All expenses for additional services including subcontracted engineering services described under Exhibit"A" shall be at invoice cost times 1.15. Total Budget Amount For Special Services $27,200.00 The maximum overall fee established herein in the amount of$310,200.00 shall not be exceeded without written authorization from the City of Wylie,based on increased scope of services. Professional Services Agreement—Pump Station Improvements (11/16105) Page 16 of 16 1:16 1 60 contract devclopmentlwyliclwater ciplpump stationslps-agreement.dac Birkhof Hendricks&Conway,L.L.P. (2/6/2006) Table No. 11 CITY OF WYLIE, TEXAS WATER DISTRIBUTION SYSTEM 10-YEAR CAPITAL IMPROVEMENT PLAN Water Lines Opinion of Project Construction Debt Service No. Year Project Size Cost(1) (2) _ Total Project Cost L1 2005 Creekside Distribution Line No. 1 20" $ 866,000 $ 545,581 $ 1,411,581 L2 2005 Creekside Distribution Line No.2 16"-20" $ 416,500 $ 262,395 $ 678,895 L3 2006 Newport Harbor Distribution Line No. 1 _ 12"-24" $ 1,396,000 $ 879,480 $ 2,275,480 L4 2007 Creekside Distribution Line No.3 16" $ 568,000 $ 357,840 $ 925,840 L5 2008 F.M. 1378 Distribution Line No. 1 12" $ 449,000 $ 2$2,870 $ 731,870 L6 2006 Westgate 20"Waterline Crossing at F.M.544 20" $ 97,500 $ 61,425 $ 158,925 L7 2007 State Highway 78 Distribution Line No. 1 20"-24" $ 942,000 k $ 593,460 $ 1,535,460 L8 2008 State Highway 78 Distribution Line No.2 16"-24" $ 830,500 $ 523,216 $ 1,353,716 L9 2009 Hensley Lane Distribution Line No. 1 12" $ 916,000 $ 577,080 $ 1,493,080 L10 2005 East Alanis Drive Distribution Line 12" - $ 250,000 $ 131,250 $ 381,250 L11 2010 Lake Travis Drive and Canyon Lake Drive Waterlines _ 8" $ 99,000 $ 62,370 $ 161,370 L12 2012 East Side Water Distribution Lines 12" $ 473,000 $ 297,990 $ 770,990 L13 2012 Woodbridge Water Distribution Line 8"- 12" $ 740,000 $ 466,200- $ 1,206,200 L14 2007 Pressure Reducing Valve Vaults 8"- 12" $ 314,500 $ 198,135 $ 512,635 L15 2007 Brown Street and Sanden Water Lines 12" $ 300,000 $ 189,000_ $ 489,000 Subtotal: Water Lines $ 8,658,000 $ 5,428,292_ $ 14,086,292 Pumping and Storage Facilities Opinion of Project Construction Debt Service No. Year Project a Capacity Cost(1) (2) Total Project Cost P1 2005 Nortex Pump Station Improvements-Phase 1 2.3 MGD $ 163,000 $ 102,690 $ 265,690 Si 2005 Creekside Elevated Storage Tank 2.0 MG $ 2,883,260 $ 1,816,454 $ 4,699,714 P2 2006 Nortex Pump Station Improvements-Phase 2 5.9 MGD $ 358,000 $ 225,540 $ 583,540 S2 2006 Newport Harbor Ground Storage Reservoir No.2 2.0 MG $ 1,255,200 $ 790,776 $ 2,045,976 P3 2006 NTMWD Pump Station Improvements-Phase 1 6.1 MGD $ 941,000 $ 592,830 $ 1,533,830 P4 2007 Newport Harbor Pump Station Improvements-Phase 1 8.3 MGD $ 160,000 , $ 100,800 $ 260,800 S3 2007 Nortex Ground Storage Reservoir No.2 1.5 MG $ 913,000 $ 575,190 $ 1,488,190 PS 2008 Newport Harbor Pump Station Improvements-Phase 2 11.5 MGD $ 160,000 $ 100,800 $ 260,800, P6 2009 NTMWD Pump Station Improvements-Phase 2 9 MGD $ 130,000 $ 81,900 $ 211,900, P7 2012 Nortex Pump Station Improvements-Phase 3 8.8 MGD $ 135,000 $ 85,050 $ 220.050 S4 2012 Ballard Elevated Storage Tank Replacement 1.5 MG $ 2,675,000 $ 1,685,250 $ 4,360,250 S5 2012 Newport Harbor Ground Storage Reservoir No. 1 (New) 1.0 MG $ 844,000 $ 531,720 $ 1,375,720 S6 2012 Nortex Ground Storage Reservoir No. 1 (Replace) 1.0 MG $ 675,000 $ 425,250 $ 1,100,250 P8 2014 JNTMWD Pump Station Improvements-Phase 3 10.9 MGD $ 136,000 $ 85,680 $ 221,680 Subtotal: Pumping and Storage Facilities , $ 11,428,460 $ 7,199,930 $ 18,628,390 I:1Cleric:allWylie,2{H7216411tepotts\Report W-WW CIP.xls\Water -26- BIRKHGFF HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City❑f Wylie Date: 2/6/2006 Project: Capital Improvement Program 2005-2015 Newport Harbor Phase 1 -Project S2 Recommended 2005 to 2006 By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description J Quantity Unit Price Amount Phase 1 (Project S2)-Recommended 2006 1 Construct 2,000,000 Gallon Concrete Ground Storage Tank 1 L.S. $ 900,000.00 $ 900,000.00, 2 Site Grading For New Tank Foundation 1 L.S. $ 15,000.00 $ 15,000.00 3 SCADA Systems Associated with New Tank 1 L.S. $ 20,000.00 $ 20,000.00 4 Construct New Yard Piping with Valves 1 L.S. $ 45,000.00 $ 40,000.00 5 Revise Existing Meter Vault and Connection to NTMWD 1 L.S. $ 40,000.00 $ 40,000.00 6 Dispose of Existing 500,000 Gallon Steel Tank 1 L.S. $ 10,000.00 $ 10,000.00 7 Cut,Plug and Abandon Existing Suction Piping 1 L.S. $ 5,400.00 $ 5,400.00 Subtotal : $ 1,030,400.00 Contingencies and Miscellaneous Items : 15% $ 154,560.00 Engineering,Surveys&Geotechnical Investigation : $ 70,200.00 Total(Rounded to Nearest$1,000) : $ 1,255,200.00 3:1Clerical\Wylie12 002 1 641Estimate105-15CIP-pumps.XLS\Newport-t Page I of 1 BIRKHOFF, HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/6/2006 Project: Capital Improvement Program 2005-2015 Newport Harbor Phase 2(Project P4)&Phase 3(Project P5) By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description Quantity Unit Price Amount Phase 2(Project P4)-Recommended 2006 to 2007 1 Replace Pump No. 1 or 2(3,000 gpm a 150'TDH) 1 L.S. $ 45,000.00 $ 45,000.00 2 Replace Starter&Switchgear&Miscellaneous Electrical 1 L.S. _ $ 50,000.00 $ 50,000.00 3 Replace Miscellaneous Discharge Valves&Piping 1 L.S. $ 20,000.00 $ 20,000.00 , 4 Reprogram Pump Controller&Check Controls 1 L.S. $ 6,700.00 $ 6,700.00 Subtotal : $ 121,700.00 Contingencies and Miscellaneous Items : 15% $ 18,255.00 Engineering&Surveying : $ 20,000.00 Total(Rounded to Nearest$1,000) : $ 160,000.00 Phase 3(Project P5)-Recommended 2008 to 2010 1 Replace Pump No. 1 or 2(3,000 gpm( 150'TDH) 1 L.S. $ 45,000.00 $ 45,000.00 2 Replace Starter&Switchgear&Miscellaneous Electrical 1 L.S. $ 50,000.00 $ 50,000.00 3 Replace Miscellaneous Discharge Valves&Piping 1 L.S. $ 20,000.00 $ 20,000.00 4 Reprogram Pump Controller&Check Controls 1 L.S. $ 6,700.00 $ 6,700.00 A Subtotal : $ 121,700.00 Contingencies and Miscellaneous Items : 15%_ $ 18,255.00 Engineering&Surveying : $ 20,000.00 Total(Rounded to Nearest$1,000) : $ 160,000.00 TOTAL FOR PUMP STATION: $ 320,000.00 J:\CiericaWylie12002I64lEstimate105-I5CIP-purnps.XLS\Newport-2-3 Page I of 1 BIRKHOFF, HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/6/2006 Project: Capital Improvement Program 2005-2015 Newport Harbor Phase 4(Project S5)-Recommended 2010 to 2015 By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description Quantity Unit Price Amount ALTERNATE 1 (Project S5) 1 Construct 1,000,000 Gallon Ground Storage Tank(Steel) 1 L.S. $ 475,000.00 $ 475,000.00 2 Revise Yard Piping with Valves 1 L.S. $ 35,000.00 $ 35,000.00 3 SCADA Systems Associated with New Tank 1 L.S. $ 10,000.00 $ 10,000.00 4 Site Grading For New Tank 1 L.S. $ 30,000.00 $ 30,000.00 Subtotal: $ 550,000.00 Engineering,Contingencies and Miscellaneous Items : 25% $ 137,500.00 Total(Rounded to Nearest$1,000) : $ 688,000.00 ALTERNATE 2(Project S5) 1 Construct 1,000,000 Gallon Ground Storage Tank(Concrete) 1 L.S. $ 600,000.00 $ 600,000.00 2 Reconstruct Yard Piping with Valves 1 L.S. $ 35,000.00 $ 35,000.00 3 SCADA Systems Associated with New Tank I L.S. $ 10,000.00 $ 10,000.00 4 Site Grading For New Tank 1 L.S. $ 30,000.00 $ 30,000.00 Subtotal: $ 675,000.00 Engineering,Contingencies and Miscellaneous Items : 25% $ 168,750.00 Total(Rounded to Nearest$1,000) : $ 844,000.00 J:1ClericaIlWyliel2002164105-I5CIP-pumps.XL5\Newport-4 Page 1 of 1 BIRKHOFFa HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/6/2006 Project: Capital Improvement Program 2005-2015 NTMWD Pump Station Projects 1 &2(Project P3) By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Quantity Unit Price Amount Item No. Description Q tY Combine Phases 1 &2(Project P3)-Recommended 2006-2007 I Construct New Wet Well For Five Vertical Turbine Pumps 1 L.S. $200,000.00 $ 200,000.00 2 Furnish and Install Pumps No. 1 and 2(2,200 gpm 135'TDH) 1 L.S. $ 90,000.00 $ 90,000.00 3 Relocate Pumps 3 &4&Trim Impellers to 7-1/2" I L.S. $ 50,000.00 $ 50,000.00 4 Construct New MCC w/Starters,Switchgear&Misc.Electrical 1 L.S. _ $200,000.00 S 200,000.00 5 Replace Discharge Valves&Piping to SH 78 1 L.S. $ 75,000.00 $ 75,000.00 6 Construct New Meter Vault For NTMWD With Pipe To Bldg. 1 L.S. $ 75,000.00 $ 75,000.00 7 Relocate Existing 15"RCP Storm Sewer 1 L.S. $ 5,000.00 $ 5,500.00 8 Furnish New Electrical Service Connection 1 L.S. $ 20,000.00 $ 20,000.00 9 Remove&Replace Existing Concrete Driveway&Grading 1 L.S. $ 12,000.00 $ 12,000.00 10 Furnish&Install New Sluice Gate a@ Building 1 L.S. $ 12,000.00 $ 12,000.00 Subtotal: $ 739,500.00 Contingencies and Miscellaneous Items : 15% $ 110,925.00 Engineering,Surveying&Geotechnical Investigation : $ 90,450.00 Total Phases 1 &2(Rounded to Nearest$1,000) : _ $ 941,000.00 �:\Clerica1\WyIie12OQ2I64\05-13cIP-pumps.XLS\NTMWD-I-2 Page 1 of 1 BIRKHGFF, HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/6/2006 Project: Capital Improvement Program 2005-2015 NTMWD Pump Station Projects 3&4(Projects P6&P8) By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description Quantity Unit I Price I Amount Phase 3(Project P6) -Recommended 2008 to 2012 1 Add New Pump No.5 (2,200 gpm 135'TDH) 1 L.S. $ 45,000.00 $ 45,000.00 2 Add Starter&Switchgear&Miscellaneous Electrical 1 L.S. $ 45,000.00 $ 45,000.00 3 Furnish&Install Discharge Valves&Connect 1 L.S. $ 7,000.00 $ 7,000.00 4 Upgrade SCADA for New Pump I L.S. $ 7,000.00 $ 7,000.00 $ - Subtotal : $ 104,000.00 Engineering,Contingencies and Miscellaneous Items : 25% $ 26,000.00 Total(Rounded to Nearest$1,000) : $ 130,000.00 Phase 4(Project P8)-Recommended 2012 to 2015 I Replace Pump No.3 or Pump No.4(2,200 gpm @ 135'TDH) I L.S. $ 45,000.00 $ 45,000.00 2 Add Starter&Switchgear&Miscellaneous Electrical 1 L.S. $ 45,000.00 $ 45,000.00 3 Furnish&Install Discharge Valves&Connect I L.S. $ 7,000.00 $ 7,000.00 4 Upgrade SCADA for New Pumps 1 L.S. $ 7,000.00 $ 7,000.00 5 Remove&Dispose of Existing Pumps&Equipment 1 L.S. $ 5,000.00 $ 5,000.00 Subtotal : $ 109,000.00 Engineering,Contingencies and Miscellaneous Items : 25% $ 27,250.00 Total(Rounded to Nearest$1,000) : $ 136,000.00 J.\Clerical\Wylie\2002I 641Es timate105-1 5 CIP-pumps.XL S\NTMWD-3-4 Page.1 of 1 BIRKHGFF, HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/6/2006 Project: Capital Improvement Program 2005-2015 Nortex Pump Station Projects 1,2&3(Projects P1,P2&P7) By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description Quantity Unit Price Amount Phase 1(Project P1)-Recommended 2005 1-1 Add Split Case Horiz.Pump No. 3 (2,500 gpm a 115'TDH) 1 L.S. $ 40,000.00 $ 40,000.00 1-2 Add Starter&Switchgear&Miscellaneous Electrical 1 L.S. $ 45,000.00 $ 45,000.00 1-3 Construct Suction&Discharge Valves&Piping 1 L.S. $ 20,000.00 $ 20,000.00 1-4 Make Connections to Existing Suction&Discharge Lines 1 L.S. $ 10,000.00 $ 10,000.00 1-5 Reprogram Pump Controller&Check SCADA Controls 1 - L.S. $ 10,000.00 $ 10,000.00 Subtotal Phase 1 : $ 125,000.00 Miscellaneous Contingencies a* : 15% $ 18,750.00 Engineering&Surveying : $ 18,850.00 Total Phase 1 (Round to nearest$1,000) : $ 163,000.00 Phase 2(Project P2)-Recommended 2006 2-1 Modifications to Existing Pump Station Building 1 L.S. $100,000.00 $ 100,000.00 2-2 Add Split Case Horiz. Pump No.4(2,500 gpm @a 115'TDH) 1 L.S. $ 40,000.00 $ 40,000.00 2-3 Add Starter&Switchgear&Miscellaneous Electrical 1 L.S. $ 45,000.00 $ 45,000.00 2-4 Construct Suction&Discharge Valves&Piping 1 L.S. $ 20,000.00 $ 20,000.00 2-5 Make Connections to Existing Suction&Discharge Lines 1 L.S. $ 10,000.00 $ 10,000.00 2-6 Reprogram Pump Controller&Check SCADA Controls 1 L.S. $ 10,000.00 $ 10,000.00 2-7 Upgrade HVAC Units&Electrical Service 1 L.S. $ 50,000.00 $ 50,000.00 Subtotal Phase 2 : $ 275,000.00 Miscellaneous Contingencies a( : 15% $ 41,250.00 Engineering&Surveying : $ 41,400.00 Total Phase 2 (Round to nearest$1,000) : $ 358,000.00 Phase 3(Project P7)-Recommended 2009 3-1 Replace Pump No. 1 (2,500 gpm 115'TDH) 1 L.S. $ 40,000.00 $ 40,000.00 3-2 Replace Starters&Switchgear&Miscellaneous Electrical I L.S. $ 45,000.00 $ 45,000.00 3-3 Replace Suction&Discharge Valves&Piping 1 L.S. $ 10,000.00 $ 10,000.00 3-4 Reprogram Pump Controller&Check SCADA Controls 1 L.S. $ 10,000.00 $ 10,000.00 , Subtotal Phase 3 : $ 105,000.00 Engineering&Miscellaneous Contingencies aJ : 28.5% $ 29,925.00 Total Phase 3 (Round to nearest$1,000) : $ 135,000.00 Total All Phases 1,2&3 : $ 656,000.00 J.\Clerical\Wylie12002164'Estimate\05-15CIP-purnps.XLS\Nartex-1-2.3 Page 1 of 1 BIRKHGFF, HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/6/2006 Project: Capital Improvement Program 2005-2015 Nortex Pump Sta.Phase 4(Project S3-2007)&Phase 5 (Project S6-2010/2012) By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description Quantity Unit Price Amount Phase 4(Project S3)-Recommended 2007 4-1 Construct 1,500,000 Gallon Ground Storage Tank(Steel) 1 L.S. $650,000.00 $ 650,000.00 4-2 Construct New Yard Piping with Valves 1 L.S. $ 36,000.00 $ 36,000.00 4-3 SCADA Systems Associated with New Tank 1 L.S. $ 15,000.00 - $ 15,000.00 4-4 Site Grading For New Tank Foundation I L.S. $ 10,000.00 $ 10,000.00 4-5 Revise Existing Meter Vault and Connection to NTMWD 1 _ L.S. $ 40,000.00 $ 40,000.00 Subtotal Phase 4 : $ 751,000.00 Contingencies&Miscellaneous Items a/ : 15% $ 112,650.00 Engineering,Surveying&Geotechnical Investigation : $ 49,300.00 Total Phase 4(Rounded to Nearest$1,000) : $ 913,000.00 Phase 5(Project S6)-Recommended 2010 to 2012 5-1 Construct 1,000,000 Gallon Ground Storage Tank(Steel) 1 L.S. $475,000.00 $ 475,000.00 5-2 Revise Yard Piping and Valves 1 L.S. $ 20,000.00 $ 20,000.00 5-3 SCADA Systems Associated with New Tank 1 L.S. $ 15,000.00 $ 15,000.00 5-4 Site Grading For New Tank Foundation 1 L.S. $ 5,000.00 $ 5,000.00 5-5 Revise Existing Meter Vault 1 L.S. $ 25,000.00 $ 25,000.00 Subtotal Phase 5 : $ 540,000.00 Engineering,Contingencies&Miscellaneous Items aJ : 25% $ 135,000.00 Total Phase 5(Rounded to Nearest$1,000) : $ 675,000.00 Total Phases 4 and 5 : $ 1,588,000.00 3\Clerical\Wylie120021641Estimate105-15CIP-pumps.XLSINartex-4-5 Page 1 of 1 PROFESSIONAL ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Wylie, Texas, hereinafter referred to as "City", and Birkhoff, Hendricks & Conway, L.L.P., hereinafter referred to as "Engineer", to be effective from and after the date as provided herein. WITNESSETH: WHEREAS, the City desires to engage the services of the Engineer to complete engineering design and provide surveying services for the 730 Service Zone and 679 Service Zone Waterline Improvements, hereinafter referred to as the "Project"; and WHEREAS, the Engineer desires to render such engineering design services for the City under the terms and conditions provided herein. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the covenants contained herein, and for the mutual benefits to be obtained hereby, the parties hereto agree as follows: I. Employment of the Engineer The City hereby agrees to retain the Engineer to perform professional engineering services in connection with the Project; Engineer agrees to perform such services in accordance with the terms and condition of g this Agreement. II. Scope of Services The agree ee that Engineer shall perform such services as are set forth and described in Exhibit "A", parties �' which is attached hereto and thereby made a part of this Agreement. The parties understand and agree that deviations or modifications, in the form of written changes may be authorized from time to time by the City. III. Schedule of Work The Engineer agrees to commence services immediately upon execution of this Agreement, and to proceed diligently with said service to completion as described in the Completion Schedule attached hereto as Exhibit"B" and thereby made a part of this Agreement. Professional Services Agreement—Water Line Improvements (211146) Page 1 of 2 1.16160 contract developmentlwylielwater cip\waterlines\wl-agreement(2).doc IV. Compensation and Method of Payment The agree ee that Engineer shall be compensated for all services provided pursuant to this parties �' Agreement in the amount and manner described and set forth in the Payment Schedule attached hereto as Exhibit "C" and thereby made a part of this Agreement. Engineer further agrees that it will prepare and present such monthly progress reports and itemized statements as are described in said Exhibit "C". City agrees to pay invoices upon receipt. V. Insurance Engineer agrees to procure and maintain for the duration of the contract Professional Liability Insurance, Worker's Compensation, General Liability and Automobile Insurance. VI. Assignment and Subletting The Engineer agrees that neither this Agreement nor the services to be performed hereunder will be assigned or sublet without the prior written consent of the City. The Engineer further agrees that the assignment or subletting of any portion or feature of the work or materials required in the performance of this Agreement shall not relieve the Engineer from its full obligations to the City as provided by this Agreement. Kleinfelder, Inc. shall perform the Geotechnical Investigations and Quality Control Testing for the Ground Storage Tanks. VII. Audits and Records The Engineer agrees that at any time during normal business hours and as often as City may deem necessary, Engineer shall make available to representatives of the City for examination all of its records with respect to all matters covered by this Agreement, and will permit such representatives of the City to audit, examine, and make excerpts or transcripts from such records, and to make audits of all contracts, invoices, materials, payrolls, records of personnel, conditions of employment and other data relating to all matters covered by this Agreement, all for a period of one year from the date of final settlement of this Agreement or for such other or longer period, if any, as may be required by applicable statute or other lawful requirement. VIII. Contract Termination The parties agree that City or the Engineer shall have the right to terminate this Agreement without cause upon thirty (30) days written notice to the other. In the event of such termination without cause, Engineer shall deliver to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports, photographs or other items prepared by Engineer in connection with this Agreement. Engineer shall be entitled to compensation for any and all services completed to the satisfaction of City in accordance with the provisions of this Agreement prior to termination. Professional Services Agreement—Water Line Improvements (211106) Page 2 of 2 1:\6160 contract deveiopmentlwylielwater ciplwaterlines41-agreement(2).doc ti IX. Engineer's Opinion of Cost The recognize ize and agree that any and all opinions of cost prepared by Engineer in connection parties � with the Project represent the best judgment of Engineer as a design professional familiar with the construction industry, but that the Engineer does not guarantee that any bids solicited or received in connection with the Project will not vary from the opinion by the Engineer. X. Ownership of Documents Original drawings, specifications and reports are the property of the Engineer; however, the Project is the property of the City. City shall be furnished with such reproductions of drawings, specifications and reports. Upon completion of the services or an earlier termination of this Agreement under Article VIII, Engineer will revise drawings to reflect changes made during construction as reported by the City and contractor, and he will furnish the City with one complete set of reproducible record drawings and electronic files. The electronic files will be provided based on the following conditions: A. The electronic files are compatible with AutoCAD 2000 or AutoCAD 2004, WaterGEMS Format WaterCad 7.0 and MS Office 2000 operating on a PC using a Windows based operating system. B. Engineer does not make any warranty as to the compatibility of these files beyond the specified release of the above stated software. C. Because data stored on electronic media can deteriorate undetected or be modified, the Owner agrees that the Engineer will not be held liable for completeness or correctness of electronic media after an acceptance period of thirty days after delivery of these files. D. The electronic files are instruments of our service. Where there is a conflict between the hard copy drawings and the electronic files, the hard copy files will govern in all cases. E. Both parties acknowledge mutual non-exclusive ownership of the electronic files and each party may use, alter, modify or delete the files without consequence to the other party. F. All electronic files provided to the Owner will not contain engineer's seal, handwritten dates and signatures. Additional prints shall be furnished at cost, as an additional service, at any other time requested by City. Professional Services Agreement—Water Line Improvements (2/1/06) Page 3 of 3 116160 contract developmentlwylielwater ciplwaterlineslwl-agreement(2).doc XI. Complete Contract This Agreement, including the exhibits hereto numbered "A" through "C" constitutes the entire agreement by and between the parties regarding the subject matter hereof. XII. Mailing of Notices Unless instructed otherwise in writing, Engineer agrees that all notices or communications to City permitted or required under this Agreement shall be addressed to City at the following address: Mr. Chris Hoisted, P.E. City Engineer City of Wylie 949 Hensley Lane Wylie, Texas 75098 City agrees that all notices or communications to Engineer permitted or required under this Agreement shall be addressed to Engineer at the following address: Joe R. Carter, P.E. Birkhoff, Hendricks & Conway, L.L.P. 7502 Greenville Ave., #220 Dallas, Texas 75231 Phone: (214) 361-7900 All notices or communications required to be given in writing by one party or the other shall be considered as having been given to the addressee on the date such notice or communication is posted by the sending party. XIII. Contract Amendments This Agreement may be amended only by the mutual agreement of the parties expressed in writing. Professional Services Agreement— Water Line Improvements (211106) Page 4 of 4 1.16160 contract deveiopmentlwylielwater cip\wateriines\wl-agreement(2).doc XIV. Effective Date This Agreement shall be effective from and after execution by both parties hereto. WITNESS OUR HANDS AND SEALS on the date indicated below. CITY OF WYLIE, TEXAS BIRKHOFF, HENDRICKS & CONWAY,L.L.P. By: By: iaeA. Joe R. Carter, P.E.,Partner Date: Date: &I247 / ,9-006) ATTEST By: Date: Professional Services Agreement—Water Line Improvements (2/1106) Page 5 of 5 1:1616O contract developmentlwylielwater ciplwaterlincslwl-agreement(2).doc EXHIBIT "A" ENGINEERING SERVICES 730 Service Zone and 679 Service Zone Waterline Improvements 730 Service Zone Part 1 A: Design Phase for Project L2 South of Southfork MHP to McMillen Road Preparing plans and specifications for construction of the a 20-inch water transmission line, along McCreary Road from the south of the Southfork Mobile Home Park north a proposed 16-inch water transmission line crossing McMillen Road. The location map at the end of this Exhibit more specifically shows the project limits. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1" =40' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10) Preparation of Specifications and Contract Documents 11) Printing of preliminary plans and specifications for review by the City Part 1B: Design Phase for Project L3 Newport Harbor to F.M. 1378 Preparing plans and specifications for construction of the an 18-inch water transmission line, from the City's Newport Harbor Pump Station to Coral Reef Lane together with various size water transmission lines from north of Anchor Drive to Park Boulevard along F.M. 1378 and a 16-inch water transmission line from east of F.M. 1378 to the intersection of Country Walk and Rushing Way west of F.M. 1378. The location map at the end of this Exhibit more specifically shows the project limits. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1"=40' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10)Preparation of Specifications and Contract Documents 11)Printing of preliminary plans and specifications for review by the City Professional Services Agreement— Water Line Improvements (2/IIO6) Page 6 of 6 1:\6160 contract deveiopmentlwylielwater cip\waterlineslw]-agreement(2).doc . Part IC: Design Phase for Project L4 McMillen to Lewis Drive Preparing plans and specifications for construction of a 16-inch water transmission line, from the McMillen Road north to Summer Drive and along the north side of the Creekside subdivision to Lewis Drive. The location map at the end of this Exhibit more specifically shows the project limits. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1"=40' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10) Preparation of Specifications and Contract Documents 11) Printing of preliminary plans and specifications for review by the City 679 Service Zone Part 1D: Design Phase Project L6 Crossing F.M. 544 Preparing plans and specifications for construction of the a 20-inch water transmission line, from an existing 20-inch waterline on the north side of F.M. 544 to an existing 20-inch waterline on the south side of F.M. 544 at Westgate Way. The location map at the end of this Exhibit more specifically shows the project limits. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1"=40' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10) Preparation of Specifications and Contract Documents 11) Printing of preliminary plans and specifications for review by the City Part 1E: Design Phase Project L7 From S.H. 78 to Brown Street Preparing plans and specifications for construction of the a 20-inch water transmission line, along S.H. 78 from west of Birmingham Avenue to Fourth Street and north along Fourth Street to an existing 14-inch waterline at Brown Street. The location map at the end of this Exhibit more specifically shows the project limits. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1"=40' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index Professional Services Agreement—Water Line Improvements (211106) Page 7 of 7 1.16160 contract developmentlwylielwater ciplwatcrlines1wl-agreement(2).doc Part 1E: Design Phase Project L7 From S.H. 78 to Brown Street(Continued) 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10) Preparation of Specifications and Contract Documents 11) Printing of preliminary plans and specifications for review by the City Part 1F: Design Phase Project L8 From Brown Street to Eubanks Lane Preparing plans and specifications for construction of the a 24-inch water transmission line, along S.H. 78 from the end of Project 2L northeast along S.H. 78 to an existing 14-inch waterline at the North Texas Municipal Water District Pump Station and an 18-inch water transmission line to an existing 8-inch waterline north of S.H. 78. Also, a 16-inch water transmission line along S.H. 78 to Eubanks Lane. The location map at the end of this Exhibit more specifically shows the project limits. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1"=40' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of required Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10) Preparation of Specifications and Contract Documents 11) Printing of preliminary plans and specifications for review by the City Part 1G: Design Phase Project L14 (System Improvements) Pressure Reducing Valve Vaults Preparing plans and specifications for construction of three Pressure Reducing Valve Vaults for existing waterlines that connect the proposed 730 Service Area to the proposed 679 Service Area. There are two 12-inch waterlines and one 8-inch waterline. The location map at the end of this Exhibit shows the project locations. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1" =20' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of required Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10) Preparation of Specifications and Contract Documents 11) Printing of preliminary plans and specifications for review by the City Professional Services Agreement—Water Line Improvements (2/1/06) Page 8 of 8 1:\6160 contract developmentlwylielwater ciplwaterlineslwl-agreement(2)doc Part 1H: Design Phase Project L15 Along Brown & Sanden to Westgate Way and Ann Drive Preparing plans and specifications for construction of the a 12-inch water transmission line, p from the end of the existing 12-inch waterline from the Nortex Pump Station east along Brown Street to an existing 12-inch waterline at Westgate Way and west along Brown Street and north along Sanden to anexisting 12-inch waterline to an existing 8-inch waterline at Ann Drive. The location map at the end of this Exhibit more specifically shows the project limits. The design phase services include: 1) Construction Plan Sheets prepared at a scale of not less than 1" =40' 2) Standard Details 3) Special Details 4) Cover Sheet, Location Map and Sheet Index 5) Routine submittals to State Regulatory Agencies, as required 6) Preparation of required Highway and Utility permits, as required 7) Provide Preliminary Plans To Franchise Utility Companies For Review 8) Design review meetings 9) Formulation Of An Opinion of Probable Construction Cost 10)Preparation of Specifications and Contract Documents 11)Printing of preliminary plans and specifications for review by the City Part 2:Bidding Phase (Same For All Projects) 1) Assist the City staff in advertising for bids. This will include e-mailing "Notice to Contractors" to contractors experienced in this type of construction. City will have the Notice published in local newspaper. 2) Sell bidding documents to potential contractors and their suppliers and other parties. 3) Provide bidding documents to City of Wylie,Dodge Reports and two other parties. 4) Assist during opening of bids and provide bidding tally sheets. 5) Provide bid tabulation to City and contractors who submitted bids. 6) Obtain the following information from the lowest bidder and formulate opinion from the information received and provide the City a summary of the opinion for their use in selection and award of the construction contract. 1. Past work history. 2. Physical resources to produce the project. 7) After award of contract, furnish eight sets of prints of the final plans, specifications and contract documents to the City for construction use by the City and Contractor. Professional Services Agreement— Water Line Improvements (2/1106) Page 9 of 9 1:\6160 contract developmentlwylielwater cip\waterlines\wl-agreement(2).doc Part 3:Construction Phase (Same For All Projects) 1) Assist the City in preparing an agenda and conducting a pre-construction conference. 2) Attend coordination meetings with contractor, quality control personnel, and City representatives to discuss strategy,problem areas, progress, and any required coordination. 3) Review shop drawings and other submittal information, which the Contractor submits. This review is for the benefit of the Owner and covers only general conformance with information given by the Contract Documents. The contractor is to review and stamp their approval on submittals prior to submitting to the Engineer. Review by the Engineer does not relieve the Contractor of any responsibilities, safety measures or the necessity to construct a complete and workable facility in accordance with the Contract Documents. 4) Provide written responses to requests for information or clarification to the City or Contractor. 5) Prepare and process routine change orders as they pertain to the original scope of work. 6) Prepare monthly pay request from information received from the City's on-site representative and Contractor. Review requests and make recommendation to the City. 7) Accompany the City during their final inspection of the project. 8) Recommend final acceptance of work based on information from the City's on-site representative. 9) Review the City's on-site representative's daily reports and independent laboratory's test reports to formulate opinion of progress and attempt to identify potential problems. 10)Monitor construction schedule and have slippage identified and explained by Contractor. 11)Prepare record drawings utilizing City and Contractor construction record information and provide record drawings in an electronic file format(tiff image). Part 4:Additional Services The following services are not included in the project lump sum cost and are provided as "Additional Services" as deemed necessary by the Engineer or as requested by the City. A) Field Surveys Perform field surveys to determine the existing ground elevation and above ground topography and property corner information related to the project. B) Preparation of Field Notes and Exhibits for Easements Perform research on property ownership based on information from the Collin County Central Appraisal District. Prepare field note descriptions and exhibits for waterline easements (34 anticipated for all five projects). Professional Services Agreement— Water Line Improvements (211106) Page 10 of 10 1:1616O contract developmentlwylielwater ciplwateriineslwl-agreement(2).doc Part 5:Exclusions The intent of this scope of services is to include only the services specifically listed herein and none others. Services specifically excluded from this scope of services include, but are not necessarily limited to the following: A. Environmental impact statements and assessments. B. Fees for permits or advertising. C. Certification that work is in accordance with plans and specifications. D. Providing an on-site representative. E. Environmental cleanup. F. Landscape architecture. G. Flood plain reclamation plans. H. Trench safety designs. I. Quality control and testing services during construction. (Except as noted for the Nortex Pump Station Ground Storage Reservoir) J. Services in connection with condemnation hearings. K. Preliminary engineering report. L. Phasing of Contractor's work. M. On-site safety precautions,programs and responsibility. N. Consulting services by others not included in proposal. O. Revisions and/or change orders as a result of revisions after completion of original design (unless to correct error on plans). P. Traffic engineering report or study. Q. Title searches, boundary surveys, or property surveys. PART 6: City's Responsibilities The City will provide information regarding objectives and requirements for the Project. The City will provide the following information necessary for this Project: 1. All the City's plat, easement and construction plans and electronic drawing files related to the Project will be made available. City will provide copies of such information at no cost. City will grant permission for the Engineer to obtain electronic drawing files from other engineering firms for information related to the projects. 2. City will provide access to all manholes, cleanouts, water meters and valves and to all City right-of-way and easements along the project. Professional Services Agreement—Water Line Improvements (211106) Page 11 of 11 1:\6160 contract developmentlwylielwater ciplwateriineslwl-agreement(2).doc 3. The City's Utility Operations Department will excavate to locate existing water and sewer lines for horizontal and vertical ties as necessary and requested by the Engineer. The Engineer will call to schedule a time when the work can be done. 4. City will take appropriate steps to notify the residents of any necessary public meetings. 5. City will provide both electronic drawings and hard copies of any existing topography maps in the vicinity of the project. 6. City will provide and disclose all factors pertinent to the Project including the known or suspected location of underground or buried obstacles. 7. City will be responsible for determination of the proper handling of historical monuments, homes, or other structures of importance and for informing the Engineer of the disposition of these elements. The City agrees to report promptly in writing to the Engineer any fault or defect in the Engineer's services or non-conformance with the provisions of this agreement. The City will designate a single representative to act in its behalf, with respect to the Project, who shall examine plans and specifications submitted by the Engineer and shall render decisions pertaining thereto promptly to avoid unreasonable delay in the progress of the Engineer's services. Professional Services Agreement— Water Line Improvements (211100 Page 12 of 12 1:16160 contract developmentlwylielwater ciplwaterlines1wl-agreement(2).doc EXHIBIT "B" COMPLETION SCHEDULE The following schedule for completion of the stages of the design, bidding and construction process for the various projects is based on the amount of time required by the Engineer to complete each phase and does not include the time required by the City for site selection, plan review, advertisement for bidding, final inspection and completion of final punch list items. It is understood that the projects are to be designed with provisions made to allow bidding of waterline improvements individually. Complete Initial Field Surveys For All Projects 200 calendar days after Notice to Proceed Submit Plans For All Projects For City Review 90 calendar days after completion of surveys Complete Final Plans 60 days after final review comments are received from the City Complete Bidding Phase 30 calendar days after establishment of bid date and project advertisement Contractor Completes Construction Varies depending on the project and phase Professional Services Agreement— Water Line Improvements (211/06) Page 13 of 13 1:16160 contract developmentlwylielwater cip\waterlineslwl-agreement(2).doc EXHIBIT "C" PAYMENT SCHEDULE Payment for Basic Engineering Services described under 730 Service Zone and 679 Service Zone Parts 1 A through l E and Part 2 and Part 3 of Exhibit "A" shall be based on a lump sum amount of $239,500.00 for six projects with the following breakdown for each part: 730 Service Zone Project 1A: Line L2 —South of Southfork to McMillen Road Part lA(Design Phase— 80 %) $22,400.00 Parts 2 & 3 (Bidding and Construction Phase—20 %) $ 5,600.00 Total Lump Sum Amount $28,000.00 Project 1 B: Line L3 —Newport Harbor to F.M. 1378 Part 1 B (Design Phase— 80 %) $62,400.00 Parts 2 & 3 (Bidding and Construction Phase—20 %) $15,600.00 Total Lump Sum Amount $78,000.00 Project 1C: Line L4—McMillen Road to Lewis Drive Part 1C (Design Phase— 80 %) $24,000.00 Parts 2 & 3 (Bidding and Construction Phase----20 %) $ 6,000.00 Total Lump Sum Amount $30,000.00 679 Service Zone Project ID: Line L6— Crossing F.M. 544 Part 1D (Design Phase— 80 %) $ 6,800.00 Parts 2 & 3 (Bidding and Construction Phase--20 %) $ 1,700.00 Total Lump Sum Amount $ 8,500.00 Project 1E: Line L7—From S.H. 78 to Brown Street Part 1 E(Design Phase— 80 %) $39,200.00 Parts 2 & 3 (Bidding and Construction Phase—20 %) $ 9,800.00 Total Lump Sum Amount $49,000.00 Project 1 F: Line L8—From Brown Street to Eubanks Lane Part 1F (Design Phase— 80 %) $35,200.00 Parts 2 & 3 (Bidding and Construction Phase—20 %) $ 8,800.00 Total Lump Sum Amount $44,000.00 Professional Services Agreement— Water Line Improvements (211/06) Page 14 of 14 1:\6164 contract dcvelopmentlwylielwater ciplwateriineslwl-agreement(2).doc 679 Service Zone Project 1 H: Line L15—Brown Street& Sanden Waterlines Part 1 H (Design Phase—80 %) $16,000.00 Parts 2 & 3 (Bidding and Construction Phase---20 %) $ 4,000.00 Total Lump Sum Amount $20,000.00 System Project Project 1 G: Line L14—Pressure Reducing Valve Vaults Part 1 G (Design Phase— 80 %) $19,600.00 Parts 2 & 3 (Bidding and Construction Phase—20 %) .. $ 4,900.00 Total Lump Sum Amount $24,500.00 Total Budget Amount For Basic Services $282,000.00 Payment for Additional Services described under Part 4A of Exhibit "A" shall be based on the Survey Crew rate of $125.00 per hour and under Part 4B of Exhibit "A" for preparation of field notes and exhibits for easements at a lump sum amount of $1,750.00 per each and all expenses for additional services including subcontracted engineering services described under 4C of Exhibit "A" shall be at invoice cost times 1.15. The following are the budget amounts for each project: Project 1A: Line L2—South of Southfork to McMillen Road Field Surveys $ 6,000.00 Field Notes and Exhibits (2 @ $1,750.001ea.) $ 3,500.00 Subtotal Budget Amount $ 9,500.00 Project 1 B: Line L3 —Newport Harbor to F.M. 1378 Field Surveys $12,000.00 Field Notes and Exhibits (12 J $1,750.001ea.) $21,000.00 Subtotal Budget Amount $33,000.00 Project 1 C: Line L4—McMillen Road to Lewis Drive Field Surveys $ 6,000.00 Field Notes and Exhibits (4 a@ $1,750.001ea.) $ 7,000.00 Subtotal Budget Amount $13,000.00 Project 1D: Line L6—Crossing F.M. 544 Field Surveys $ 1,000.00 Field Notes and Exhibits (0 aJ $1,750.001ea.) $ 0.00 Subtotal Budget Amount $ 1,000.00 Professional Services Agreement— Water Line Improvements (211106) Page 15 of 15 .f 1:16160 contract developmentlwylielwater ciplwaterlineslwl-agreement(2).doc Protect 1E: Line L7—From S.H. 78 to Brown Street Field Surveys $ 5,000.00 Field Notes and Exhibits (12 (a $1,750.00/ea.) $21,000.00 Subtotal Budget Amount $26,000.00 Project 1 F: Line L8 —From Brown Street to Eubanks Lane Field Surveys $ 6,000.00 Field Notes and Exhibits (6 @ $1,750.001ea.) $10,500.00 Subtotal Budget Amount $16,500.00 Project 1H: Line L15—Brown Street& Sanden Waterlines Field Surveys $ 2,000.00 Field Notes and Exhibits (2 a@ $1,750.001ea.) $ 3,500.00 Subtotal Budget Amount $ 5,500.00 Project 1G: Line L14—Pressure Reducing Valve Vaults Field Surveys $ 2,000.00 Subcontracted Electrical Engineering Services $ 6,000.00 Field Notes and Exhibits (0 @ $1,750.001ea.) $ 0.00 Subtotal Budget Amount $ 8,000.00 All expenses for additional services including subcontracted engineering services described under Part 4 of Exhibit"A" shall be at invoice cost times 1.15. Total Budget Amount For Additional Services $112,500.00 The maximum overall fee established herein in the amount of$3 94,5 00.00 shall not be exceeded without written authorization from the City of Wylie,based on increased scope of services. Professional Services Agreement—Water Line Improvements (211106) Page 16 of 16 1:1616O contract develapmentlwylielwater ciplwaterlines\wl-agreement(2).dac - ' ' I� %'� '..' ".� | . . � a �•��r.. 1 �• • ,.;� T.D.H. - 9.D7 M.C.D. .— — 'L. (.? '= ' •: 11 �I:- I, - vy( - - -- :-,3 /JfJ - • -m'i"ti-x•1"'.-V'.f'.,- _.,.,.Y ,;r..i:J�:•�2 py S �'",.! - 7%1_ G.P.M.G _ _ _ .: PS-2 - � PUM rr' •� i i f _ VICE_-. / L� �. rER � _ ANk ._ - (OUT OF 5 ��o C.P 1 PUM r`. .� r� � 14'� IF - lwnr Li:: - - - T�°'L�- a - - �•k s+ ,fi: -- _ � _ (EXISTING) _ - .,iii, - M.C. _,,,,,,„„4„,„...)._,4 - RDPD _ _ , 1 M.C. 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Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/1/2006 Project: Waterline Improvements CIP 2005-2015 Summary of Projects(Includes$15/L.f.Open Cut For Esmt.) By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST ' QuantityUnit Price Amount Item No. Description 730 Service Area Waterline CIP Projects 1 2005-2006 Project L1 (Creekside Developer Construction) 1 L.S. 866,000.00 866,000.00 ...'.,[':.1 .. `}�• � •� r r:ii.. . a.„,2,6&40:0,0,:vii)jitt #� \i••, i.:r y] 4:::::1!!1:30,0:66i(14Y F "�� $$ t• ii ��Y r �:F' • • .•'r �� � 1.�17�x J!��1,378 R•� .,. ::rt� '?+;t:t:�; ., R .� •� • ri: r r c3rk r•✓•r„ •r'S .fir.' rr. o:• .. jai"+• F• ..t: i :x r 3'N ''$• .•� ����ll��►::���>:+o►.•1�C��L�A��N�J;�"t�<z �•��'.`��„`�I�l��•; G�: �ll• .��r ,:i�• .. '�r:... •z;:'�; � ti � �. 5 2008-2015 Project L5-FM 1378 to Hideaway Court 1 L.S. $ 449,000.00 $ 449,000.00 High Service Area Subtotal: $ 3,695,500.00 679 Service Area Waterline CIP Projects 2 00 - IIl 6 0 o:0i;i46:*VrtOmpt ` :] ' t":= l~• .;]::. • , ......:... .. .... j•r Ffr 4 r �e}� t :+� f jj�y.■ 0 Oc ' ..CAI `:fit =��t�` r :'>r . :# o. t .. �.?+' .,,• 'ram:r3,? ,•?#? F w} , �y�S�(�.r/�[` , `J�..!'M/V •00�00.. i> >;�. ,Y.. ,, wA�o' •���•7�. �N�•N�t�e�������:� •����. .. �_�;�: i•�'�:�: �• .....:.� �,. �: 4 2008-2010 Project L9-Hensley Lane Distibution Line No. 1 1 L.S. $ 916,000.00 $ 916,000.00 5 2010-2015 Project L 11 -Lake Travis&Canyon Lake Waterlines 1 L.S. $ 99,000.00 $ 99,000.00 6 2010-2015 Project L12-East Side Water Distribution Lines 1 L.S. $ 473,000.00 $ 473,000.00 7 2010-2015 Project L13 -Woodbridge Waterlines 1 L.S. $ 740,000.00 $ 740,000.00 8 2005 Project L10-East Alanis Drive 12"Waterline 1, L.S. $ 250,000.40 $ 250,000.00 • 260542 008`Pr ett Brownal:Street. 'Sapd��WaorIines • . I 300;000.00 2300 000.00' - Low Service Area Subtotal: $ 4,648,000.00 •=;� _ =�ol��.,�o��;•` y�t �ii:P�r�r��ct:� �. . : �e��:�:�..R........u..�...�.............. ' ........._ - ... ......... Total for Both Service Areas: $ 8,658,000.00 -All projects either completed or recommended for Phase 1 of the CIP are shown in Bold Type -Projects that are included in current engineering proposal -All projects include an estimated engineering and surveying allowance Page 1 of I ]:\Clerical\Wy1ie12Oa21641Estimate\O5-15CIP-water.XLS\Summary BIRKHOFF, HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/1/2006 Project: Waterline Improvements Recommended in 2005 730 Service Area Project Li (Developer Constructed) By: TRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description I Quantity Unit Price Amount 1 Furnish&Install 24-Inch Waterline w/Std.Embedment 1,200 L.f. $ 80.00 $ 96,000.00 2 Furnish&Install 24-Inch Waterline w/Conc.Encasement 100 L.f. $ 125.00 $ 12,500.00 3 Furnish&Install 24-Inch Waterline by Other Than Open Cut 100 L.f. $ 480.00 $ 48,000.00 4 Furnish&Install 20-Inch Waterline w/Std.Embedment 4,800 L.f. $ 75.00 $ 360,000.00 5 Furnish&Install 20-Inch Waterline w/Conc.Encasement 150 L.f. $ 98.00 $ 14,700.00 6 Furnish&Install 20-Inch Waterline by Other Than Open Cut 150 L.f. $ 450.00 $ 67,500.00 7 Furnish&Install 16-Inch Waterline w/Std.Embedment 0 L.f. $ 50.00 $ - 8 Furnish&Install 16-Inch Waterline w/Conc.Encasement 0 L L.f. $ 70.00 $ - 9 Furnish&Install 16-Inch Waterline by Other Than Open Cut 0 L.f. $ 300.00 $ - 10 Furnish&Install 24-Inch Butterfly Valve 2 Ea. $ 8,500.00 $ 17,000.00 11 Furnish&Install 20-Inch Butterfly Valve 4 Ea. $ 6,000.00 , $ 24,000.00 12 Furnish&Install 16-Inch Butterfly Valve 0 Ea. $ 4,000.00 $ - 13 Furnish&Install Blow-off Valve 2 Ea. $ 3,500.00 $ 7,000.00 14 Furnish&Install Air/Vacuum Release Valve 2 Ea. $ 4,000.00 $ 8,000.00 15 Furnish&Install Trench Safety Design&Systems 6,250 Ea. $ 2.00 $ 12,500.00 16 Furnish,Install&Maintain Erosion Control Devices 12,500 Ea. $ 2.00 $ 25,000.00 Subtotal: $ 692,200.00 Engineering,Contingencies and Miscellaneous Items: 25% $ 173,050.00 Total: $ 866,000.00 Easements Donated By Plat(Developer) V / f f // / / / / f'r+ r / f ! f' .� J f f` �f f- !f f' /�' ':, - F i•+ 7Y' k V P',� +Y,Y r_I-ti-�•'L. 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"-i�r.`,. .2.' _ •ey^r�. ��'s . ,=�,J'�i='sE„,�r: i� Ms, 1 154 f ,{..�" _ - ,r _ .r _ J,.ter, ",;.�_•.r�. .J, *Gµ Y+sue ti' 'n�.c'-t ,"'r _/' I• .,,V-"i^ 4 _ _ A•iti'_•, _ = F1� :i�i e _ ��..cc , �i �-•`r'�•+ _ :l -- -1 -''[�_ r iYt, ',J•.• / �, - -- ^.3 •F. 'ai J' Y,'it� A 41 � 7=�'_�•r e}C-, f' r / _ - - - - J's - ';• L,, �±y�,il r ,_ -,i'h'"' ?d,: •_;ti .r.'�S '7`si , , ' ' 7 r ' r f BIRKHOFF, HENDRICKS & CONWAY, L.E.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/1/2006 Project: Waterline Improvements Recommended in 2005 730 Service Area Project L2 By: JRC ENGINEERS OPINION OF CONSTRUCTION COST item No. Description Quantity Unit Price Amount 1 Furnish&Install 20-Inch Waterline w/Std.Embedment 2,300 L.f. $ 75.00 $ 172,500.00 2 Furnish&Install 20-Inch Waterline w/Conc. Encasement 80 L.f. $ 98.00 $ 7,840.00 3 Furnish&Install 20-Inch Waterline by Other Than Open Cut 120 L.f. $ 450.00 $ 54,000.00 4 Furnish&Install 16-Inch Waterline wlStd.Embedment 10 L,f. $ 55.00 $ 550.00 5 Furnish&Install 16-Inch Waterline w/Conc.Encasement 10 L.f. $ 70.00 $ 700.00 6 Furnish&Install 16-Inch Waterline by Other Than Open Cut 120 L.f. $ 350.00 $ 42,000.00 7 Furnish&Install 20-Inch Butterfly Valve 2 Ea. 4. $ 6,000.00 $ 12,000.00 8 Furnish&Install 16-Inch Butterfly Valve 2 Ea. $ 4,000.00 $ 8,000.00 9 Furnish&Install Blow-off Valve 1 Ea. $ 3,500.00 $ 3,500.00 10 Furnish&Install Air/Vacuum Release Valve I Ea. $ 4,000.00 $ 4,000.00 11 Furnish&Install Trench Safety Design&Systems 2,400 Ea. $ 2.00 $ 4,800.00 12 Furnish,Install&Maintain Erosion Control Devices 4,800 Ea. $ 2.00 $ 9,600.00 13 Remove&Replace Median Landscaping 1 L.S. $ 10,000.00 $ 10,000.00 14 $ 15 $ Subtotal: _ $ 329,490.00 Contingencies and Miscellaneous Items: 15% $ 49,423.50 Engineering&Surveying: $ 37,500.00 Total: $ 416,500.00 Construct in Right-of-Way(No Easements) `..:„ 1 • 2 1 8— ,,,,,.,,,,:„...„1-.7.-vwf7re 2 4 ,•_- ,-..;-;---a'ki-5.--2-izi"--t-i'-'444:'-'-',,, L4 , ,._.,_.,.„2,;iff-3:,-,,,s-,-.„,--,z-;: v.:--"ii 1 56 ,.f--:t:.i,-':ftt'''' r;a'-r-.'*:j7tiiriti-Z-t- ,-!:,.-7...,..'..;-•..i.-Jr.,',!.-',',...'.' 4.-'1 ,,,,.!,:.:;',-;--.---- ..:.., / - Z-;,.'_- -,..-! 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BIRKHOFF, HENDRICKS & CONWAY, L.L.P. Project No. 2002164 CONSULTING ENGINEERS Client: City of Wylie Date: 2/1/2006 Project: Waterline Improvements Recommended 2005-2008 730 Service Area Project L3 -Newport Harbor&Along FM 1378 By: JRC ENGINEER'S OPINION OF CONSTRUCTION COST Item No. Description Quantity Unit I Price Amount 1 Furnish&Install 24-Inch Waterline wlStd.Embedment 0 L.f. $ 80.00 $ - 2 Furnish&Install 24-Inch Waterline w/Conc.Encasement 0 L.f. $ 125.00 $ - 3 Furnish&Install 24-Inch Waterline by Other Than Open Cut 0 L.f. $ 480.00 $ - 4 Furnish&Install 20-Inch Waterline w/Std.Embedment 550 L.f. $ 75.00 $ 41,250.00 5 Furnish&Install 20-Inch Waterline w/Conc.Encasement 50 L.f. $ 98.00 $ 4,900.00 6 Furnish&Install 20-Inch Waterline by Other Than Open Cut 140 L.f. $ 450.00 $ 63,000.00 7 Furnish&Install 18-Inch Waterline w/Std.Embedment 4,550 L.f. $ 65.00 $ 295,750.00 8 Furnish&Install 18-Inch Waterline w/Conc.Encasement 200 L.f. $ 85.00 $ 17,000.00 9 Furnish&Install 18-Inch Waterline by Other Than Open Cut 400 L.f. $ 400.00 $ 160,000.00 10 Furnish&Install 16-Inch Waterline w/Std.Embedment 1,350 L.f. $ 55.00 $ 74,250.00 11 Furnish&Install 16-Inch Waterline w/Conc.Encasement 100 L.f. $ 70.00 $ 7,000.00 12 Furnish&Install 16-Inch Waterline by Other Than Open Cut 140 L.f. $ 350.00 $ 49,000.00 13 Furnish&Install 12-Inch Waterline w/Std.Embedment 2,150 L.f. $ 45.00 $ 96,750.00 14 Furnish&Install 12-Inch Waterline w/Conc.Encasement 100 L.f. $ 60.00 $ 6,000.00 15 Furnish&Install 12-Inch Waterline by Other Than Open Cut 150 L.f. $ 275.00 $ 41,250.00 16 Furnish&Install 24-Inch Butterfly Valve Ea. $ - r 17 Furnish&Install 20-Inch Butterfly Valve 1 Ea. $ 6,000.00 $ 6,000.00 18 Furnish&Install 18-Inch Butterfly Valve 4 Ea. $ 5,000.00 $ 20,000.00 19 Furnish&Install 16-Inch Butterfly Valve 1 Ea. $ 4,000.00 $ 4,000.00 20 Furnish&Install 12-Inch Gate Valve 2 Ea. $ 2,500.00 $ 5,000.00 21 Furnish&Install Blow-off Valve 5 Ea. $ 3,500.00 $ 17,500.00 22 Furnish&Install Air/Vacuum Release Valve 5 Ea. $ 4,000.00 $ 20,000.00 23 Furnish&Install Trench Safety Design&Systems 9,050 Ea. $ 2.00 $ 18,100.00 24 Furnish,Install&Maintain Erosion Control Devices 18,100 Ea. $ 2.00 $ 36,200.00 25 Remove&Replace Existing Concrete Sidewalk 400 S.Y $ 40.00 $ 16,000.00 $Subtotal: $ 998,950.00 Contingencies and Miscellaneous Items: 15% $ 149,842.50 Engineering&Surveying: $ 111,000.00 Total: $ 1,260,000.00 Easements a($15/L.f.Open Cut 9,050 L.f. $ 15.00 $ 135,750.00 TOTAL BUDGET AMOUNT: $ 1,396,000.00 3:1ClerickWy1ie120021641Estimate\O5-15CIP-water.XLS1HSAPrj-L3 Page I of I Wylie City Council AGENDA REPORT February 28, 2006 7 Meeting Date: Item Number: (City Secretary’s Use Only) Public Services Department: Michael Sferra N/A Prepared By: Account Code: February 15, 2006 N/A Date Prepared: Budgeted Amount: One Exhibits: Subject Consider, and act upon, Ordinance No. 2006-12 to amend the FY 2005-06 Annual Operating Budget in the amount of $60,000, transferring funds from 4B Fund (Land Betterments/112-5614-58150) to the General Fund (Utilities Water/100-5511-56630) for Park Division water consumption. Recommendation Motion to approve Ordinance No. 2006-12 to amend the FY 2005-06 Annual Operating Budget in the amount of $60,000, transferring funds from the 4B Fund to the General Fund for Park Division water consumption. Discussion For FY 05-06, the Parks Division line item for Utilities Water (100-5511-56630) was budgeted $40,000. This line item is the source of funding for 20 sites throughout the city that are irrigated. Currently, 82% of the total amount budgeted for FY 05-06 water needs has already been used. A budget amendment in the form of a transfer of funds, in the amount of $60,000, is requested to meet the anticipated needs for the balance of the fiscal year. The high rate of water consumption is due to the past, present, and continuing drought conditions. As a point of reference, in the previous fiscal year, FY 04-05, this line item was budgeted $40,000 with an end of year budget increase of $35,000. Even with this increase, the line item went over budget by approximately $11,000. The total amount spent in FY 04-05 for Utilities Water was approximately $86,000 despite Founders Park, the largest user, being credited for six months of water usage due to a water leak in the irrigation system that was undetected for several months. As stated earlier, the $40,000 budgeted for FY 05-06 was based on past usage, anticipated new site water needs, and the uncertainty of how much water was actually used at Founders Park for irrigation during FY 04-05 due to the previously mentioned water leak. Although water usage is being reduced due to the present Stage 2 and anticipated Stage 3 water restrictions, water needs still remain important especially on the athletic fields which are typically the biggest water consumers. The recommended source of funds for the budget amendment transfer is the 112-5614-58150 line item, 4B Page 1 of 2 Page 2 of 2 Fund - Land Betterments. For FY 05-06, $112,750 was approved in this line item for the Valentine Park hike/bike trail upgrading. Because a significant portion of the trail upgrade project will be absorbed by the present Valentine Drainage Improvements project and the pending Ballard Avenue reconstruction project, it is anticipated that only $50,000 of the originally budgeted $112,750 will be needed from the 4B Fund for completion of the trail improvements. Therefore, $62,750 in the 4B Fund Land Betterments line item will still be available for allocation. It is requested that $60,000 of the remaining $62,750 in line item 112-5614-58150, 4B Fund - Land Betterments be transferred to the General Fund Parks budget line item 100-5511-56630, Parks - Utilities Water. Approved By InitialDate Department Director City Manager ORDINANCE NO. 2006-12 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS AMENDING ORDINANCE NO. 2005-41 (2005-2006 BUDGET) AND APPROVING A TRANSFER OF FUNDS BETWEEN DEPARTMENTAL BUDGETS AND AN APPROPRIATION OF FUNDS IN THE AMOUNT OF $60,000.00 FOR THE PURPOSE OF PARK DIVISION WATER UTILITY EXPENDITURES; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS , the City Council of the City of Wylie, Texas (“Wylie”) has investigated and determined that it will be beneficial and advantageous to the citizens of Wylie to amend the 2005-2006 Annual Operating Budget adopted by Ordinance No. 2005-41 for the purpose of Park Division water utility expenditures; and WHEREAS , the City Council has further investigated and determined that the appropriations are needed for the purpose of Park Division water utility expenditures; and WHEREAS , the City Council has further investigated and determined that such an appropriation supports and furthers the public purpose of the citizens of the City of Wylie; and WHEREAS , the City Council has further investigated and determined that it will be beneficial and advantageous to the citizens of Wylie to amend the 2005- 2006 Annual Operating Budget adopted by Ordinance No. 2005-41 for the purpose of providing for this additional appropriation. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1:Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2:Amendment to Ordinance No. 2005-41 (2005-2006 Budget). Ordinance No. 2005-41 (2005-2006 Annual Operating Budget) is hereby amended to allow for the following appropriation: That Sixty Thousand and no/100 ($60,000.00) from the 4B Fund, Land Betterments line item (112-5614-58150) be transferred to the General Fund, Parks Utilities Water line item (100-5511-56630) and be expended over this fiscal year for the purpose of Park Division water utility expenditures. Ordinance #2006-12 ORDINANCE AMENDING 2005-2006 BUDGET (Park Division Water Utility Expenditures) Page 1 443272.v1 SECTION 3:Savings/ Repealing Clause. All provisions of any ordinance in conflict with this Ordinance are hereby repealed; but such repeal shall not abate any pending prosecution for violation of the repealed Ordinance, nor shall the repeal prevent prosecution from being commenced for any violation if occurring prior to the repeal of the Ordinance. Any remaining portions of conflicting ordinances shall remain in full force and effect. SECTION 4:Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Wylie hereby declares that it would have passed this Ordinance, and each section, subsection, sentence, clause, or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, or phrases be declared unconstitutional or invalid. SECTION 5:Effective Date. This Ordinance shall become effective immediately upon its passage. DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, on this 28th day of February, 2006. John Mondy, Mayor ATTEST TO: Carole Ehrlich, City Secretary Date(s) of publication , 2006 in The Wylie News. Ordinance #2006-12 ORDINANCE AMENDING 2005-2006 BUDGET (Park Division Water Utility Expenditures) Page 2 443272.v1 Wylie City Council AGENDA REPORT February 28, 2006 Work Session Meeting Date: Item Number: (City Secretary’s Use Only) Public Services Department: Michael Sferra N/A Prepared By: Account Code: February 17, 2006 N/A Date Prepared: Budgeted Amount: One Exhibits: Subject Discuss, and give guidance, on Storm Water Regulatory Update and Master Plan Proposal. Recommendation Discussion On January 14, 2005, City Council approved a contract for professional services with Freese and Nichols, Inc. for the development of a storm water fee for the City. The scope of services included a work session with the City Council to convey the status of the project and to seek Council’s direction on aspects of fee development and implementation. On June 23, 2005, the consultant presented information to Council regarding the establishment of a storm water fee, creation of a storm water utility, and a brief overview of approximately $6 million dollars of anticipated capital improvement projects. At the meeting, the Council asked for an approximate cost to develop a storm water master plan. The consultant stated that a master plan might cost in excess of $500,000. The consultant has taken no further action since that time. However, at the meeting, Council did discuss the concept of implementing a fee structure that would cover the cost of developing a storm water master plan and then perhaps adjusting the fee to realize future capital improvement projects. In an effort to identify potential sources of funding to assist in development of a storm water master plan, staff has contacted the North Central Texas Council of Governments (NCTCOG) and representatives of the United States Army Corps of Engineers (ACE). Staff met with representatives of both entities in the fall of 2005, and the ACE has developed a proposal to conduct a study of the City of Wylie watershed as it relates to the issue of storm water management. The development of the master plan would take approximately three years, and the costs would be shared by the City of Wylie and the federal government. The City’s share of the cost would be approximately $950,000 over three years. The NCTCOG assists in the coordination of activities between the ACE and local governments. The ACE proposal incorporates a larger scope, geographically and technically, than the Freese and Nichols proposal. Also, if surrounding entities such as Murphy, Sachse, and Collin County Page 1 of 2 Page 2 of 2 agree to participate in the study, the scope of the ACE proposal can be enlarged to accommodate their participation and to reduce the overall cost to the City of Wylie. The purpose of tonight’s presentation is threefold: 1.Mr. Derin Warren of the NCTCOG will provide an overview of the pending state legislation regarding the Texas Commission on Environmental Quality (TCEQ) pending storm water permit and what the City will be mandated to accomplish. He will address background information about why the State is promulgating the legislation, potential costs, submittal of the required Storm Water Management Program by the City to the State, etc. He may also include information about what other cities are doing in regards to the establishment of storm water utilities and the assessment of storm water fees. 2.Mr. Jack Tidwell of the NCTCOG will briefly summarize the NCTCOG’s working relationship with the ACE and the proposed Scope of Work that could help the City develop a comprehensive Storm Water Master Plan, identify potential partnerships with other entities, and explain regional efforts (potential and already underway), etc. 3.Staff would like guidance from Council on the following questions: 1.Would City Council like to receive any additional information about the pending TCEQ storm water permit mandates or about development of a local storm water master plan, fee, and utility? 2.Does the City Council want City staff continue to work with either the Freese and Nichols consultant or with the ACE and NCTCOG to develop a storm water master plan? 3.If the answer to #2 is “no”, should such efforts be postponed indefinitely or to some point in the future? 4.If the answer to #2 is “yes”, does the City Council want City staff to bring forward an ordinance to establish a storm water utility? (Note: A storm water utility can be established without the implementation of a storm water fee.) 5.If the answer to #2 is “yes”, does the City Council want City staff to continue research and bring forward a fee ordinance to establish a fee to cover the cost of developing a storm water master plan? If so, which proposal? Approved By InitialDate Department Director City Manager 20 December 2005 City of Wylie Watershed Scope of Work Introduction The City of Wylie is located in Collin County in the East Fork of the Trinity River watershed. The City lies adjacent to both Lavon Lake (Federal) and Lake Ray Hubbard (non- Federal). Urban expansion is threatening to alter the natural features of the area. Lands adjacent to the creeks within the City have been or are continuing to be developed by private interests for housing and commercial development, including utility routes, railroads, and transportation corridors. Much like the overall Upper Trinity River Feasibility Study (UTRFS), the proposed City of Wylie Watershed program would be directed toward protection of the floodplain uses of flood water storage, water pollutant and sediment filtration, groundwater recharge, erosion prevention, fish and wildlife habitat, urban open space, and recreation. The City of Wylie now recognize the impacts of development within the watershed and is interested in becoming an active participant in the overall Upper Trinity studies, including agreeing to implement the Corridor Development Certificate Program. Widespread community recognition prevails in maintaining these values in a growing urbanized area. Proposed studies for this area would focus on analyzing flood damage reduction, environmental restoration, wetland restoration/preservation, streambank erosion, and associated recreational opportunities and needs. The watershed covers about 16 square miles and the study area is shown on the attached map. General Study Activities Work activities would be generally targeted toward conducting a comprehensive watershed study of the City of Wylie. Specific work program activities would include: 1.Researching previously completed hydrologic and hydraulic studies and accessing the various FEMA reports throughout the study area. 2.Topographic mapping of the study area. 3.Collecting information on the current and future physical conditions of the study area including existing land use plans and regional land use outlooks. Areas of priority needs/opportunities would be identified for localized flooding, water quality, and stream bank erosion. An inventory of preliminary natural resources and recreation facilities within the city would be conducted. Study efforts would include general investigations of potential floodplain policies (similar to the Trinity River Corridor Development Certificate (CDC) Process), including velocity controls, setting base flood elevations (BFE), etc. The study program would seek to investigate and define potential actions that could be implemented to: Provide policy direction to the city to stabilize and reduce future floodplain development $ impacts. Identify local flooding problems and offer recommendations for the implementation of $ stream bank stabilization, riparian habitat reforestation, wetland protection and creation, and erosion/sedimentation control projects (both Federally funded and locally funded). Identify environmental restoration opportunities through the implementation of stream $ bank stabilization, riparian habitat reforestation, wetland protection and creation, and erosion/sedimentation control projects. Develop a preliminary recreation and open space plan. $ The potential types of localized flood relief and environmental restoration projects to be investigated would consist of the creation of wetland areas and detention ponds using on-channel check dams, dams, levees, channels, channel benching, and riparian re-forestation. Stream bank stabilization would include a combination of traditional armor protection techniques and vegetative treatments (e.g.: willow plantings, etc...) Specific Areas of Concern Flood damage reduction, ecosystem restoration, recreation, and other allied purposes investigations will be concentrated in the following areas. The specific scope of the study is detailed below; however, additional alternatives may be studied as problem areas are identified. Floodplains / Local Drainage Wylie Ranch East o Rush Creek o Muddy Creek o Maxwell Creek o Cottonwood Creek o 1000 Foxwood Lane o Stone Road o Hooper Road and Hensley Lane Crossings o Pheasant Creek o Akin Lane Crossing o Downtown area (Brown Road and Ballard Avenue) o Storm Water Ordinance / design manual Proposed Study The feasibility study would be conducted in three phases. The division of the study into three phases has its basis in the desire to produce a reasonable (constructable) solution in a timely manner. The phases would allow for progress reviews at significant points during the study. The work in each of the phases will be divided into the following areas: Phase 1 would consist of establishing existing conditions for the study area; gathering technical data of the study area; and identifying specific problem areas. Phase 2 would consist of investigating alternatives for the specific problem areas identified in Phase 1. All alternatives would be investigated for feasibility by determining the costs and benefits associated with each alternative. Those alternatives found to be infeasible would be screened from further consideration. The NED / NER Plan and Locally Preferred Plan would be identified in this phase. Phase 3 would be used to develop detailed designs for the National Economic Development (NED) plan, National Ecosystem Restoration (NER) plan, and the Locally Preferred Plan (if different). In addition, this phase would consist of preparing the draft Feasibility Report and integrated environmental documents. Details of Phases Phase 1 would consist of establishing the hydrologic, engineering, and environmental existing conditions for the study area. During this phase, site visits would be made by team members to develop their familiarity with the study area. New aerial photography would be the basis for developing digital topographic mapping of the study area. The hydrology and hydraulics models would be built / updated and an environmental inventory would be prepared. A joint meeting between the U.S. Army Corps of Engineers (Corps), North Central Texas Council of Governments (NCTCOG), and City of Wylie would be held to discuss the results of this phase and agree on which alternatives would be carried into Phase 2. If needed, the scope of work would be modified, based on the results of Phase 1 studies, prior to proceeding with Phase 2. Phase 2 would consist of investigating all alternatives for feasibility by determining the costs and benefits associated with each alternative. This phase would be used to determine the National Economic Development (NED) plan and the Locally Preferred Plan (if different). The NED plan would be bracketed to ensure that the plan that maximizes net benefits has been identified. This plan (or plans) would be carried into Phase 3 for finalization. A joint meeting between the Corps, NCTCOG, and City of Wylie would be held at the end of the phase to agree on the Locally Preferred Plan. Phase 3 would consist of performing the final work necessary to complete a more detailed design of the NED and Locally Preferred Plan and to prepare the Feasibility Report and integrated environmental documentation. This phase would include detailed site investigations, appraisal of all property within the project area, development of mitigation requirements (if necessary), cultural resources field surveys, finalization of recreation plans, consideration of neighborhood continuity for the project, and development of construction cost estimates. A gross real estate appraisal would be prepared. In addition, an analysis of the financial capability of the City of Wylie to share in the cost of the project construction would be performed. The feasibility report would be written and published during this phase. City of Wylie Watershed Cost Estimate Details Feasibility Study Cost Estimate General Guidelines: 1) The draft Feasibility Report would be completed 36 months after initiation of the study. A Design/Plans & Specifications (PED) phase (minimum 12 months) will be performed after the feasibility study and before the project construction. 2) Only literature searches/reviews will be performed during this study. No drilling for Geotechnical and/or Hazardous, Toxic, and Radiological Wastes (HTRW) will be performed during this study,. Required drilling and testing will be performed during the final design phase. 4) Any structures must be designed and constructed to Federal standards. If designed by others, the design will be reviewed by US Army Corps of Engineers staff. 5) The feasibility study is estimated to cost approximately $1,900,000. This includes Work-In-Kind by the non-Federal sponsors (City of Wylie and NCTCOG). Specific Line Item Work Descriptions: H&H Studies ($280,000 => $280,000 Federal, $0 non-Federal) 1): A detailed hydrologic/hydraulic analysis of existing (project base year) conditions shall be performed. Applicable Corps regulations, hydrologic analysis procedures, and policy guidance will be followed during this study. For both hydrologic and hydraulic studies, a risk-based analysis framework will be developed in accordance with EC 1105-2-205 that determines the reliability of variables such as: discharge associated with exceedance intervals, conveyance and roughness, and cross-section geometry. Civil/Structural Design ($225,000 => $225,000 Federal , $0 non-Federal) 2): Civil design studies required for the Feasibility Report will consist of an Engineering Appendix, analysis of structural features of alternatives, preparation of design plates, a written description of the selected plan, and quantities for a cost estimate of the investigated improvements. All components of each project shall be accomplished in a professional manner using accepted engineering practices and CADD standards, as well as compliance with Corps regulations applicable to a civil works project. Cost Estimates ($40,000) 3): Cost estimates for this project will be prepared based on quantity take-offs for all design items included in this scope of work. All estimates shall be in accordance with the engineering manual, EM 1110-2-1301, Cost Estimate - Planning and Design Stages. All estimates will be in the work breakdown structure format and the costs for the recommended plan and NED plan, if different, will be prepared using the MCACES software. A project description and detailed estimate of cost (M-CACES) will be developed for the selected plan. Geotechnical Studies ($50,000 => $50,000 Federal, $0 non-Federal) 4): Feasibility level geotechnical engineering design and geological investigations and analyses will be performed in support of the project alternatives. An investigation will be performed and the resulting analysis and design recommendations will be documented in a geotechnical appendix to be attached to the subject report. Preliminary investigations will be conducted in the beginning of the study to facilitate development of alternative plans. These investigations will include site reconnaissance and research of available information such as Natural Resource Conservation Service (NRCS) publications, geological publications, and foundation reports for any existing bridges, buildings, or other structures. The purpose of the preliminary investigation is to identify factors which could possibly reduce the scope of the required field investigations. The information obtained in the preliminary investigation will be utilized in the design of the boring/surveying program to be performed in the detailed design phase. Any existing drilling and testing information will be used as applicable for analysis and design of project alternatives. Sufficient engineering analysis will be performed to provide support for evaluation of the design and construction of the project. Geological features which affect the project design, construction, or operation will be evaluated and documented. Design parameters will be developed for use in design of the project features. Results of investigations and analyses will be documented within the Geotechnical appendix. HTRW Investigations ($50,000 => $50,000 Federal, $0 non-Federal) 5): The project area and vicinity is to be investigated for determining the presence of HTRW/contaminated materials. As appropriate, Government investigations, analyses, and documentation will generally be conducted as follows: (1) Site Reconnaissance. The project site and the general vicinity will be investigated for the presence or suspected presence of HTRW/contaminated materials. The investigation will be limited to surface reconnaissance; i.e., drilling and/or lab testing will not be required. The site reconnaissance will be documented with appropriate maps, photographs, and text. (2) Municipal Records Review. Review of information and records applicable to the site of the Recommended Plan including contacting the local fire department, environmental health department, electric company, and water department will be performed. The purpose of this review is to determine if violation of municipal codes have occurred on-site. (3) State Records Review. Review Texas Natural Resource Conservation Commission data bases for underground storage tank facilities, leaking underground storage tank facilities, and landfill closures which may be present within a one-half mile radius from the site. (4) Federal Records Review. A review of the Environmental Protection Agency, Comprehensive Environmental Response Compensation and Liability Information System, Resource Conservation and Recovery Act and Emergency Notification System listings. The purpose of this review will be to identify the present use of HTRW/contaminated materials being stored, generated, or transported in the area, or any State liens related to violations of the above acts. In addition to past use, disposal, treatment, storage, emissions, or hazardous materials in the area will be reviewed. This information will be reviewed and summarized up to a one-half mile radius from the referenced site location. (5) Review of Historical Land Use. A limited historical study of the site will be performed. Records of original tracts, if available, will be reviewed as well as other available maps. A review of past aerial photographs as pertains to land usage will be performed. (6) Review of Relevant Geological Information. Evaluation and review of available geological and hydrological information (United States Department of Agriculture, Natural Resource Conservation Commission, and United States Geological Service) will be performed. (7) Documentation. All findings will be detailed in a formal report including recommendations for further action, if required. Lists of source materials and copies of relevant reports which have been reviewed will be attached. List of agencies visited and personnel interviewed for this investigation will be provided. Surveys ($60,000 => $50,000 Federal, $10,000 non-Federal) 6): New topographic maps for the study will be developed utilizing recent digital Ortho-Quad aerial photography. Environmental Studies ($235,000 => $200,000 Federal, $35,000 non-Federal) 7): An environmental inventory of the proposed project area, an assessment of the without-project future, and an assessment of the impacts of the structural and nonstructural measures for the project shall be made a part of the Feasibility Report. The National Environmental Policy Act (NEPA) documentation and appendices will be prepared in compliance with the requirements of ER 1105-2-100, "Planning Reports," and ER 200-2-2. The report shall be based on all studies and investigations conducted and from published reports applicable to the study area. The main report shall be direct, concise, and written in an easy-to-understand style using ample graphics, illustrations, and photographs. The main report shall also include the study findings and recommendations. Office and field work necessary to inventory, describe and evaluate environmental elements in the area of project influence shall be accomplished, and an assessment of the beneficial and adverse environmental impacts of each alternative considered in detail shall be prepared. This assessment will be quantitative whenever possible. The assessment shall discuss project alternatives and impacts of project alternatives including impacts on water quality, vegetation, wildlife, fisheries, recreation, and other significant considerations. USFWS ($75,000) 8): The United States Fish & Wildlife Service (USFWS) will review the project alternatives and provide an impact assessment of the various alternatives to the Study Team. The USFWS will also review the quality of existing environmental baseline information, including terrestrial and aquatic habitat mapping for the study area. The USFWS will prepare draft Fish and Wildlife Coordination Act Report during this phase documenting results of their studies, including habitat descriptions, species present, threatened and/or endangered species, wetlands present, etc. The USFWS will finalize their Coordination Act Report, considering comments from the Corps and the Texas Parks and Wildlife Department (TPWD), including refinement based upon development of final plans. The USFWS will also provide a letter of concurrence from the state game and fish agency (TPWD). Cultural Resources ($35,000 => $35,000 Federal, $0 non-Federal) 9): The legal responsibilities of any Federal undertaking requires Cultural Resources work conducted for any study or project in partial fulfillment of the U.S. Army Corps of Engineers obligation under numerous Public Laws. The guidelines for these undertakings are provided in the Code of Federal Regulations (CFR) 36 CFR Part 800: Protection Of Historic Properties, Section 106 process. All the ramifications of the undertaking require attention under the above laws including: borrow areas, other excavation areas (channels), disposal areas, roads, pipelines, any other utility easements (telephone or cable lines, etc.), subsurface testing for other Federally required activities, any wildlife mitigation areas resulting from environmental mitigation, demolition and building (levee right-of-ways, ROW). Economic Studies ($100,000 => $100,000 Federal, $0 non-Federal) 10): Studies included under this category include analyses of costs/benefits associated with proposed flood damage reduction and recreation improvements and an analysis of the sponsors ability to pay in accordance with Engineering Regulation 1105-2-100. The recreation benefit analysis will include empirically determined demand, socio-economic and recreation resource characteristics. The analysis will also account for substitution and evaluation of the willingness to pay based on one the following methods. 1)Travel Cost 2) Contingent Value or 3) Unit Day Value. Applicable constraints shall be in accordance with ER 1105-2-100. A narrative economic report will be included as an appendix in the Feasibility Report. This report will display the study findings in an objective, logical manner. All line items addressed will be supported by the methodology, documentation, and display of the proper analysis tools utilized. A financial analysis in support of the construction recommendation will be presented and shall include a statement of financial capability, a financial capability assessment, and a financing plan. Recreation ($55,000 => $25,000 Federal, $30,000 non-Federal) 11): This work item includes tasks necessary to evaluate the impact of multi-objective alternatives on recreation and related activities in the study area and to investigate opportunities for enhancement of recreation opportunities associated with the recommended project. The Federal Water Project Recreation Act of 1965 (PL 89-72) requires that full consideration be given to the opportunities that Federal multipurpose projects afford for outdoor recreation and associated fish and wildlife enhancement. The Water Resources Development Act of 1990 directs that recreation will be considered as an equal project purpose along with environmental enhancement and flood control on Federal projects. Tasks performed under this work item are governed by the following federal guidelines: ER 1105-2-20, ER 200-2-2, ER 1165-2-400, EC 1165-2-140, and ER 1140-2-3. The scope of work for these activities is as follows: a.Inventory of Existing Public and Private Recreational Areas. Document existing recreational resources which are located within a 25 miles radius of the project area. b.Identify Existing and Potential Recreational Needs. Describe existing regional recreational use patterns and demand for various types of recreation using the Texas Outdoor Recreation Plan. GIS ($100,000 => $50,000 Federal, $50,000 non-Federal) 12): The GIS efforts include support of Environmental Resource Studies undertaken by the Government and sponsor. Support of the Environmental Resource studies will include use of digital GIS satellite imagery/landuse/landcover datalayers to report existing and proposed effects on resource base of ecosystem restoration alternatives. Real Estate ($65,000 => $50,000 Federal, $15,000 non-Federal) 13): A gross appraisal of the project site with appropriate review and approval will be prepared. A Real Estate Supplement (RES) will also be prepared and appended to the Feasibility Report, which will describe the minimum real estate requirements for the proposed project, including estates, costs, and schedules. A Real Estate map will be produced. The types of estates to be acquired and acreages in each will be determined. The total number of ownerships and the types of properties within the project area will be identified. All rights-of-entry permits/permissions for all activities that require entry to private property will be obtained. Technical Management ($215,000 => $100,000 Federal, $115,000 non-Federal) 14): Overall technical management will insure that the study accomplishes the goals established, will monitor the execution of technical work, and all items in the scope of work are followed. Technical management will include scheduling and organizing of all studies; regular periodic meetings with technical elements to review progress; preparing budget documentation and monitoring and managing all funds being spent; preparation of project related correspondence; coordinating with all Federal, State, and local agencies to insure that all have been informed of the proposed plans of improvement, as well as the progress of the study. The Technical Manager is responsible for the technical adequacy for the Feasibility Engineering Appendix and will coordinate reviews in compliance with ER 415-1-11. Plan Formulation ($50,000 => $25,000 Federal, $25,000 non-Federal) 15): This consists of the process where project measures (specific project features) are conceived and developed to satisfy specific objectives, and then combinations of measures are coordinated to develop comprehensive alternative plans for the study area. Project Management ($75,000 => $75,000 Federal, $0 non-Federal) 16): The Project Manager (PM) and Sponsors will attend meetings and keep up-to-date on progress and issues. The PM will be responsible for quarterly financial status reports, fact sheets, monthly project executive summaries (submitted to Sponsors and Corps’ higher authority) and budgetary efforts, with assistance from the Program Management team member. Study budgeting and accounting will require monitoring of study expenditures by the Government. Budget documentation will consist of the project cost estimates, benefit estimates, and study cost estimates and related project information sheets needed to support annual budget requests. Study budgeting and accounting will also require preparation of annual budget documentation to be updated periodically during the study in support of budget reviews and to reflect changing interest rates or cost estimates. Monitoring and managing of study funds will require preparation of monthly obligations and expenditures schedules and monthly fund obligation projections; regular continuing review of progress relative to expenditures; monthly review and reconciliation of CEFMS Finance and Accounting System status reports with actual and planned charges against the study; coordination of progress on funds obligations and expenditures with reviewing headquarters; and negotiations, transfer of funds, and monitoring expenditures for U.S. Fish and Wildlife Service studies. Project related correspondence shall include responses to all public, government, special interest groups, Congressional, or other inquiries directly or indirectly relating to study activities, the study area, or the draft feasibility report. Coordination with other agencies will require on-site visits and correspondence with Federal, State, and local government agencies, institutions, businesses, or groups with expertise, responsibilities, or resources related to environmental resources, or other areas of interest in this study. The PM will develop the Project Management Plan to be submitted to the Southwestern Division (SWD) along with the draft feasibility report. Development of the draft Project Cooperation Agreement (PCA) will be accomplished with Pre-construction Engineering and Design (PED) funds and submitted with the Design Memorandum (DM) report (if no DM, then during early stages of Plans and Specifications). Report Preparation ($35,000 => $35,000 Federal, $0 non-Federal) 17): The Feasibility Report will consist of the main report, Environmental Assessment, Finding of No Significant Impact, U.S. Fish and Wildlife Coordination Act report, Archeological Assessment, Public Notice, exhibits, and appendixes, and will be prepared in compliance with the requirements of ER 1105-2-100, "Guidance For Conducting Civil Works Planning Studies." The report will be a complete decision making document and as such will include a complete presentation of plan formulation. Once the draft report has been prepared it will be forwarded to higher Corps authority for review prior to the required feasibility review conference (FRC). Upon completion of the FRC the report will be revised as necessary and released for public review and comment. The public review period is typically 30 days in length. After the public review period is completed, the report will be revised as necessary, and the final report will be signed by the District Engineer and forwarded to Southwestern Division and HQUSACE for concurrent review. Upon receipt, the Division will issue the Division Engineer’s public notice. After approval of the report by HQUSACE, the Chief of Engineers will forward the report to the Assistant Secretary of the Army for Civil Works. The ASA(CW) will coordinate the report findings with the Office of Management and Budget. The ultimate goal is Congressional authorization of the recommended plan for construction. The report will be based on all studies and investigations conducted and from published reports applicable to the study area. The main report shall be direct, concise, and written in an easy to understand style using ample graphics, illustrations, and photographs. The main report will also include the study findings and recommendations. Public Involvement ($80,000 => $20,000 Federal, $60,000 non-Federal) 18): The Government and the Sponsors shall arrange, conduct, monitor, and evaluate each workshop/public meeting for the purpose of incorporating public input into this feasibility phase study. The "public" shall include any affected or interested non-Corps of Engineers entities. This includes other Federal, regional, State, and local government entity and officials; public and private organizations; and individuals. EA Preparation ($30,000 => $30,000 Federal, $0 non-Federal) 19): A literature and data gathering search shall be performed and necessary field studies conducted to acquire information on the following environmental parameters for inclusion in the NEPA document. 1. A general description or statement of the existing air quality and noise level conditions in the immediate project area shall be prepared. Any significant problems associated with existing air quality or noise level sources in the project area shall be provided. 2. The existing water and sediment quality shall be described for the project area and downstream areas which may be affected by the project based on all available data and previous research. Available data and results of analysis shall be interpreted and a discussion prepared on principle sources of municipal, agricultural, or industrial pollution in the project area to be affected. The discussion shall include the results of any previous analyses of the physical, chemical and biological parameters, including nutrients, metals, and pesticides and the source and concentrations of each. If specific data is unavailable, water quality will be discussed in general terms based on stream and watershed conditions. 3. The existing conditions of biological resources of the project area shall be described for use in the environmental assessment. The biological elements to be addressed shall consist of the following: vegetational habitat, vegetation of significance, fish and wildlife resources, habitat of significance. Review Contingency ($45,000 => $30,000 Federal, $15,000 non-Federal) 20): The Feasibility Report is submitted concurrently to the Division and HQUSACE . Comments may be received from either office, which must be addressed by the Fort Worth District. The amount of work required from the Government and the Sponsor during review is determined by the number and nature of the review comments and cannot be predetermined; therefore, this work item is considered a contingency. SCHEDULE OF FISCAL YEAR FUNDING . The study period is scheduled to start in Government fiscal year (FY) 2007 and finish in FY 2009. The amount of funds required in Government FY 2007 through FY 2009 by the Government and the Sponsors are estimated as follows: FY07FY08FY09 Government $300,000 $ 350,000 $300,000 Sponsors 300,000 350,000 300,000 (Cash Contribution - Wylie) (190,000) (215,000) (190,000) (In-Kind Services - NCTCOG) ( 75,000) (100,000) ( 75,000) (In-Kind Services - Wylie) ( 35,000) ( 35,000) ( 35,000) ------------ ------------ ------------ Total $ 600,000 $700,000 $600,000