The URL can be used to link to this page

01-10-2006 (City Council) Agenda Packet NOTICE OF MEETING WYLIE CITY COUNCIL AGENDA January 10, 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 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 December 6, 2005 Regular Meeting of the City Council. (C. Ehrlich, City Secretary) B. Consider and act upon approval of Resolution No. 2006-01(R) establishing a public newspaper of general circulation to be the official newspaper for the City of Wylie. (C. Ehrlich, City Secretary) C. Consider and act upon approval of Change Order No. 2, and No. 3 to Site Concrete, Inc. in the amount of $15,847.00 for the removal of debris and tires from the job site and for the revised connection for Alanis Drive to SH 78. (C. Hoisted, City Engineer) D. Consider and act upon Change Order No. 20 to Site Concrete in the amount of$46,850.73 for the construction of a retaining wall along SH 78 from Sta. 591+60 to Sta.595+20. (C. Hoisted, City Engineer) E. Consider and act upon approval of a Preliminary Plat for Greenway — 78 Addition, generally located south of F.M. 544 and west of S.H. 78 (Tracts 43, 42 & 4). (M. Manson, Assistant City Manager) F. Consider and act upon approval of a Preliminary Plat for Wylie Independent School District, Wylie High School #2, generally located north of Brown Street and west of Bennett Road. (M. Manson, Assistant City Manager) G. Consider and act upon approval of a Final Plat for Woodbridge Addition Phase 12. Subject property being generally located northeast of Woodbridge Phase 9 at the intersection of Lost Highlands Lane and Highland Meadows Drive. (M. Manson,Assistant City Manager) ITEMS FOR INDIVIDUAL CONSIDERATION AND ACTION Tabled Item from 12-6-05 Motion to remove from table and: 1. Continue a Public Hearing and consider and act upon Ordinance No. 2006-01 approving a change in zoning from Agriculture (A) to Planned Development (PD) District for mixed uses, including retail and residential of varied densities. ZC 2005-19. (M. Manson,Assistant City Manager) Executive Summary The subject property is located south of FM 544 and west of Regency Business Park Addition. The property totals 186.56 acres and is divided into three (3)parcels by the rights-of-way and easements of major utility transmission uses. Tract 1 is 61.746 acres in size, Tract 2 is 68.995 acres, and Tract 3 is 55.820 acres in size. The property is traversed in an east-west direction by an undevelopable 150 feet wide right-of-way of a major electric power transmission line (approximately 9 acres). The request proposes to divide the property into three major use areas. Tabled Item from 11-14-05 Motion to remove from table and: 2. Continue a Public Hearing and act upon Ordinance No. 2005-58 approving certain revisions to the residential and nonresidential development requirements of the Zoning Ordinance. (M. Manson, Assistant City Manager) Executive Summary Planning and Zoning Commission will consider Article 5 at its January 3rd meeting. Articles 3, 4 and 5 should be considered as a complete package. However, because publication and notification of the requested amendments to the Zoning Ordinance 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, and then table the item and continue the Public Hearing at the January 24th meeting to allow Articles 3,4&5 to be considered as a complete package. Public Hearing 3. Consider and act upon approval of Ordinance No. 2006-02 amending Ordinance No. 2005-25 to include the addition of two tracts of land in a Planned Development(PD) district for commercial uses, generally located in the southwest corner of Country Club Road (F.M. 1378) and Parker Road (F.M. 2514). ZC 2005-21 (M.Manson,Assistant City Manager) Executive Summary The proposed request is to include two additional tracts of land into the previously approved PD 2005-25, and does not alter any uses as outlined in the approved conditions of the Planned Development District. Tract 7, Block 1 being 1.002 acres in size and Tract 8, Block 1 being 1.000 acres in size. With the addition of these two tracts, the entire Planned Development District now totals 4.140 acres in four separate parcels,west of Country Club Road(F.M. 1378)and south of Parker Road(F.M.2514). 4. Consider and act upon authorizing the City Manager to proceed with the Scheduling and Financing Plan for the 2005 Bond Program. (M. Roath, City Manager) Executive Summary On November 8, 2005, the citizens of Wylie approved seven (7) propositions, which included the entire Bond Program presented to them. With approval of the Bond Program, the City Administration began working to develop a Scheduling and Financing Plan. Attached hereto are Memorandum No. 05-136 and Attachments A and B, which proposes a Scheduling and Financing Plan for the 2005 Bond Program. 5. Consider and act upon Ordinance No. 2006-03 setting a date, time, and place for the City Council to conduct a public hearing to consider the Land Use Assumptions and Capital Improvements Plan. (C. Hoisted, City Engineer) Executive Summary Approval of the ordinance sets a date for the public hearing to discuss the land use assumptions and capital improvements plan. The public hearing is the first step in the process to update the City's existing water and sewer impact fees. The impact fee advisory committee will be meeting at a future date to discuss the proposed fees and make recommendations to Council. 6. Consider and act upon award of a contract for the construction of the Creekside Two Million Gallon Elevated Storage Tank to Landmark Structures, Inc. in the amount of $2,759,000 and recoup the construction cost through impact fees. (C. Hoisted, City Engineer) Executive Summary On February 10, 2004 Council awarded a design contract for the 2 MMG Creekside Elevated Storage Tank. The City's Water Distribution System 10-year Capital Improvements Plan indicates that the construction of the tank should occur in 2005/2006. The water impact fee update also includes the Creekside tank in the impact fee calculation. Upon completion of the new elevated tank, the City will have the necessary capacity in elevated storage to better serve our current water customers. However, additional water system improvements will be necessary to maintain our current level of service and meet the needs of the projected growth of the City. The proposed elevated storage tank will be constructed to provide better pressure to the higher elevations in the northwest portions of the City. A site for the tank has been identified and has been dedicated to the City by the developer of the Creekside subdivision. The City's water distribution system will be split into two separate service zones with interconnects to feed between the two systems in emergency situations. 7. Consider and act upon Resolution No. 2006-02(R) endorsing Expansion No. 1 of the Muddy Creek Wastewater Treatment Facility. (C. Hoisted, City Engineer) Executive Summary On February 10, The Phase II Preliminary Engineering Study for the Muddy Creek Regional Wastewater Treatment Plant recommends the construction of Phase II take place in 2006 due to the high growth rate of Wylie and Murphy. A copy of the draft report is attached. NTMWD has requested the City adopt a resolution of support for the expansion. 8. Consider and act upon acceptance of the resignation of Mary Johnston and the appointment of a new member to the Library Advisory Board for the unexpired term of January 2006 to July 2006. (R. Orozco,Library Director) Executive Summary Article VIII, Section 2C of the City Charter authorizes the City Council to appoint a Library Board. The Board shall consist of seven (7) citizens who shall be qualified voters who shall serve for a term of two (2) years with three (3) members' terms expiring in even-numbered years and four (4) members' terms expiring in odd-numbered years. Mary Johnston was appointed to the Library Board for a two(2)year term expiring July of 2006. Ms. Johnston,who has served very faithfully on the Board, has recently submitted her resignation from her appointment to the Library Board due to an increase in professional and family commitments(see attached communication). 9. Consider and act upon acceptance of the resignation of Jess A. Calhoun,Jr. and the appointment of a new member to the Construction Code Board for the unexpired term of July 2004 to July 2006. (J. Bray,Building Director) Executive Summary Article VIII, of the City Charter authorizes the City Council to create, establish or appoint as may be required by the laws of the State of Texas or this Charter, such boards, commissions and committees as it deems necessary to carry out the functions, and obligations of the city. Jess A.Calhoun, Jr. was reappointed to the Construction Code Board for a two (2) year term expiring July of 2006. Mr. Calhoun, who has served very faithfully on the Board since 2002, has recently submitted his resignation from his appointment to the Construction Code Board due to relocation(see attached letter). READING OF ORDINANCES TITLE & CAPTION APPROVED BY COUNCIL AS REQUIRED BY WYLIE CITY CHARTER,ARTICLE III, SECTION 13-D. EXECUTIVE SESSION Recess into Closed Session in compliance with Section 551.001,et.seq, Texas Government Code,to wit: Section 551.072. To deliberate the purchase,exchange,lease or value of real property generally located at: • Right-of-Way for the Ballard Avenue Paving Project WORK SESSION Joint work session with Park and Recreation Board • Development of the newly acquired 253 acre tract at FM1378 and Brown • Naming of Streets(Resolution No.2003-16(R)) • Concessionaire Services • Revisions to the athletic fees,light fees,and development of criteria,and other league issues 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 6th day of January,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. MINUTES Wylie City Council Tuesday, December 6, 2005 — 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, Councilman Rick White, Councilman Carter Porter, Councilman Earl Newsom, and Councilman Merrill Young. Councilwoman Reta Allen was absent. Staff present were: City Manager, Mark B. Roath; Assistant City Manager, Mindy Manson; City Engineer, Chris Hoisted; Finance Director, Larry Williamson; Public Services Director, Mike Sferra; Public Information Officer, Mark Witter, and City Secretary, Carole Ehrlich. Various support staff and CBAC members were also present. INVOCATION &PLEDGE OF ALLEGIANCE Pastor Jodie Smith of the Wylie United Methodist Church gave the invocation and Roger Smith led the Pledge of Allegiance. PROCLAMATIONS AND PRESENTATIONS • Presentation to the Citizens Bond Advisory Committee Mayor Mondy and the City Council presented Certificates of Appreciation to the 2005 Wylie Citizens Bond Advisory Committee. CITIZENS PARTICIPATION No one was 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 Special Called Joint Work Session and the Called City Council Meeting of November 14, 2005 and the November 17, 2005 Regular Meeting of the City Council. (C. Ehrlich, City Secretary) B. Consider and act upon a Replat for Wylie Retail Center generally located at the northeast corner of F.M. 544 and McCreary Road. (M. Manson,Assistant City Manager) C. Consider and act upon a Preliminary Plat for Birmingham Addition generally located north of Brown Street and east of Country Club (FM 1378). (M. Manson,Assistant City Manager) Minutes—December 6,2005 Wylie City Council Page 1 D. Consider and act upon a Preliminary Plat for the Shahi Group Addition generally located south of S. H. 78 North and west of Spring Creek Parkway. (M. Manson,Assistant City Manager) E. Consider and act upon a Preliminary Plat for the Braddock Place Addition Phase 1 generally located west of South Stone Road (Old F.M. 544) and south of Elm Drive. (M. Manson,Assistant City Manager) F. Consider and act upon a Final Plat for Wylie Senior Care Addition generally located at the southeast corner of State Hwy 78 and Kirby Street. (M. Manson,Assistant City Manager) G. Consider and act upon Ordinance No. 2005-75 amending Ordinance No. 2005-64; adopting amendments to the 2003 edition of the International Residential Code regarding fire sprinkler systems in Townhouse; providing for a penalty for the violation of this ordinance; providing for repealing, savings and severability clauses; providing for an effective date of this ordinance and providing for the publication of the caption hereof. (S. Seddig, Fire Marshal) H. Consider and act upon awarding a contract in the amount of$120,500.00 to M & M Steel Buildings for the construction of a fire training facility. (N. Flores,Assistant Fire Chief) I. Consider and act upon authorizing additional funds in the amount of $79,591.03 for the completion of the Muddy Creek Interceptor System. (C.Holsted, City Engineer) J. Consider and act upon Resolution No. 2005-35(R) amending Resolution No. 2005-08(R), recommending the abandonment of right-of-way by TxDOT along SH 78 at the intersection with Birmingham Avenue. (M. Manson,Assistant City Manager) Council Action Councilman Young asked that Item I be removed from the Consent Agenda and considered individually. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Newsom, to approve Items A through H and Item J of the Consent Agenda as presented. A vote was taken and passed 6-0 with Councilwoman Allen absent. ITEMS FOR INIIVIIUAL CONSIDERATION AND ACTION I. Consider and act upon authorizing additional funds in the amount of $79,591.03 for the completion of the Muddy Creek Interceptor System. (C.Holsted, City Engineer) Council Discussion Councilman Young voiced his concern with regard to the bidding of a project and adding additional funds after the fact. He explained that when a job is bid all expenses should be part of that bid. City Engineer Holsted explained that the largest portion of the request for additional funds was due to field changes to the alignment and quantity overruns. He explained that some soil fill to certain property within the project had been added that was not anticipated and were over and above what would be expected on a job of this type. He stated that quantity changes were the remainder of the additional funds which were not bid and could not be anticipated in the original project. Councilman Young asked if someone in the City signed off on these project additions, prior to the approval by Council. Mr. Holsted stated that initial project with anticipated costs were approved before implementation but quantity changes were held to the end of the project and approved at that time.Mayor Mondy stated that he wanted to make sure the City was aware of the quantity changes prior to the work being done. Mr. Holsted explained that these small quantity changes were communicated to staff and presented to Council close to the end of each project. Minutes—December 6,2005 Wylie City Council Page 2 Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman White to approve Item#I authorizing additional funds in the amount of $79,591.03 for the completion of the Muddy Creek Interceptor System. A vote was taken and passed 6-0 with Councilwoman Allen absent. Public Hearing 1. Consider and act upon a change in zoning from Agriculture (A) to Planned Development (PD) District for mixed uses, including retail and residential of varied densities. ZC 2005-19 (M. Manson,Assistant City Manager) Staff Comments Acting Planning and Zoning Director Manson addressed Council stating that the applicant requested to table this item until the December 6, 2005 Planning and Zoning meeting to allow time to revisit larger lot sizes. 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,and then table the item to the January 10 meeting. Public Hearing Mayor Mondy opened the Public Hearing at 6: 21 p.m. There was no one present to address Council on Zoning Case 2005-19. Council Action A motion was made by Councilman Young, seconded by Mayor Pro Tem Hogue to continue the Public Hearing on Zoning Case #2005-19 and table the Zoning Case consideration to the January 10, 2006 Regular Council Meeting. A vote was taken and passed 6-0 with Councilwoman Allen absent. 2. Consider and act upon the approval of Resolution 2005-36(R) establishing a new official City logo. Staff Comments Public Information Officer Witter addressed Council stating that in early 2005,the Public Information Officer(PIO)began a project with Briley& Stables Creative to re-create the City logo and various departmental logos. This project, funded in the FY 2004-05 Budget,was initiated due to the lack of original vector files for the City and departmental logos. For these logos,there were also no defined colors and fonts. On a voluntary basis and at no additional cost,Briley& Stables Creative presented the PIO with some variations of the City logo. The PIO presented these variations to the City's Communications Committee for discussion and consideration.Consensus of the committee and staff is the new logo presented tonight. Council Discussion Mayor Mondy stated that ten years ago there was another logo. He explained that students designed the logo and it was approved by Council. Mr. Witter stated that there was a contest with the school students and a vote by citizens was taken to implement the logo. Mr. Witter explained that this was the only official logo implementation that could be found. He explained that the logo presented tonight would more closely stipulate colors and designs used in the future. This process would be implemented as quantities diminished,to keep the cost minimal. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Porter to approve Resolution #2005- 3 6(R) approving a new official City logo. A vote was taken and passed 6-0 with Councilwoman Allen absent. Minutes—December 6,2005 Wylie City Council Page 3 3. Consider and act upon Resolution No. 2005-37(R) of the City Council of the City Of Wylie, Collin County, Texas, amending Resolution 95-01 and the By Laws of the Wylie Parks And Recreation Facilities Development Corporation of the City Of Wylie, Texas adopted January 23, 1995. (C. Ehrlich, City Secretary) Staff Comments City Secretary Ehrlich addressed Council stating that Resolution #95-01 established the Wylie Parks and Recreation Facilities Development Corporation for the City of Wylie. Staff has reviewed the Resolution adopted in 1995 and found some revisions necessary due to changes in the Open Meetings laws and subsequent posting requirements. Changes were also made to Article V, regulating resignations and indemnification of Directors, Officers and Employees. Ms. Ehrlich stated that she would be happy to answer any questions. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Young to approve Resolution#2005- 37(R) amending Resolution#95-01 and the By Laws of the Wylie Parks and Recreation Facilities Development Corporation of the City of Wylie, Texas adopted January 23, 1995. A vote was taken and passed 6-0 with Councilwoman Allen absent. 4. Consider and act upon Ordinance No. 2005-76 adopting a Clean Fleet Vehicle Policy; providing for the repeal of all ordinances in conflict; providing for a severability clause; and providing for an effective date. (M. Roath, City Manager) Staff Comments City Manager Roath addressed Council stating that on October 13,2005,the Regional Transportation Council(RTC)of the North Central Texas Council of Governments (NCTCOG) passed a Clean Fleet Vehicle Policy Resolution as well as a Model Ordinance for local government entities to consider and adopt. The Model Ordinance is voluntary;however,RTC funding incentives and procurement assistance is tied to its adoption by local governments. Mr. Roath explained that Finance and Public Services have both reviewed this legislation. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman Porter to approve Ordinance No. 2005-76 adopting a Clean Fleet Vehicle Policy; providing for the repeal of all ordinances in conflict; providing for a severability clause; and providing for an effective date. A vote was taken and passed 6-0 with Councilwoman Allen absent 5. Consider and act upon Ordinance No. 2005-77 authorizing the City Manager of the City of Wylie, Texas to execute documents, agreements, and contracts approved by the City Council of the City of Wylie, Texas without requiring further authorization; providing for repealing, savings and severability clauses; and providing for an effective date of this Ordinance. (M. Roath, City Manager) Staff Comments City Manager Roath addressed Council stating that this Ordinance allows the City Manager to sign documents, agreements or contracts in two particular situations: If the City Council, at a lawfully held regular or called meeting authorizes it, and if the City Council authorized the expenditures through the Annual Operating Budget; but not to exceed $5,000. For example, if the Council authorized a particular department to lease a copier; then, the City Manager would have the authority to sign the lease without further action by the City Council but not to exceed the amount specified in the Ordinance. Minutes—December 6,2005 Wylie City Council Page 4 Council Action A motion was made by Councilman Newsom, seconded by Councilman White to approve Ordinance No. 2005- 77 authorizing the City Manager of the City of Wylie, Texas to execute documents, agreements, and contract as approved by the City Council of the City of Wylie, Texas without requiring further authorization; providing for repealing, savings and severability clauses; and providing for an effective date of this Ordinance. A vote was taken and passed 6-0 with Councilwoman Allen absent. 6. Consider and act upon Ordinance No. 2005-78 denying the Request of ATMOS Energy Corporation, Mid-Tex Division, for an Annual Gas Reliability Infrastructure Program Rate Increase; approving cooperation with other cities within the ATMOS Energy Corporation, Mid- Tex Division distribution system; authorizing ATMOS Cities Steering Committee to hire legal and consulting services and to negotiate with the Company and direct any necessary litigation; authorizing intervention as part of ACSC in any appeal of the City's action to the Railroad Commission; providing a requirement for a prompt reimbursement of costs incurred by the City; finding that the meeting at which this ordinance is passed is open to the public as required by law; and providing for notice of this ordinance to ATMOS Energy Corporation, Mid-Tex Division. (M. Roath, City Manager) Staff Comments City Manager Roath addressed Council stating that a few meetings ago Council approved two items in regards to this rate increase request. This legislation will be the final denial of the request rate increase. The law requires that a Gas Reliability Infrastructure Program (GRIP) surcharge request cannot become effective until sixty (60) days following a filing. The Company can set the"effective date" for any date after the 60th day. The effective date may be suspended by a city for 45 days which he explained was approved at a previous meeting. This ordinance denies the surcharge request on the grounds that it does not comply with the law and is not reasonable. Council Action A motion was made by Councilman Young, seconded by Mayor Pro Tem Hogue to approve Ordinance No. 2005-78 denying the Request of ATMOS Energy Corporation,Mid-Tex Division, for an Annual Gas Reliability Infrastructure Program Rate Increase; approving cooperation with other cities within the ATMOS Energy Corporation, Mid-Tex Division distribution system; authorizing ATMOS Cities Steering Committee to hire legal and consulting services and to negotiate with the Company and direct any necessary litigation; authorizing intervention as part of ACSC in any appeal of the City's action to the Railroad Commission; providing a requirement for a prompt reimbursement of costs incurred by the City; finding that the meeting at which this ordinance is passed is open to the public as required by law; and providing for notice of this ordinance to ATMOS Energy Corporation, Mid-Tex Division. A vote was taken and passed 6-0 with Councilwoman Allen absent. 7. Consider and act upon Ordinance No. 2005-79 amending the FY 2005-06 budget in the amount of $200,000 for the purchase of real property located at Kellers First Addition, Block 4, Lot 10, Collin County, 105 South Jackson Avenue, Wylie, Texas and for the completion of improvements to Olde City Park. (M. Sferra,Public Services Director) Staff Comments Public Services Director Sferra addressed Council stating that on November 17, 2005, Council authorized the Mayor to execute a real estate sales contract which allowed the City 30 days to complete a Phase 1 environmental assessment of the subject property. The assessment has been conducted by Alpha Testing, Inc., and no contaminants were found. As stated in the November 17,2005 communication to Council, staff negotiated with the seller and arrived at a total purchase price Minutes—December 6,2005 Wylie City Council Page 5 of$60,5 82.5 8 ($60,000 purchase plus 1/2 of closing costs in the amount of$5 82.5 8). The seller is responsible for the payment of property taxes in the amount of$700.54). Upon approval of the requested budget amendment, a closing will be scheduled to occur before December 31, 2005. Upon completion of the sale and submittal of required documentation, the County will reimburse the City in the amount of$21,000.00 as part of the parks and open space grant project. Council Action A motion was made by Councilman Young, seconded by Councilman White to approve Ordinance No. 2005-79 amending the FY 2005-06 budget in the amount of$200,000 for the purchase of real property located at Kellers First Addition, Block 4, Lot 10, Collin County, 105 South Jackson Avenue, Wylie, Texas and for the completion of improvements to Olde City Park. A vote was taken and passed 6-0 with Councilwoman Allen absent 8. Consider and act upon authorizing the Mayor to execute a real estate sales contract for the purchase of right-of-way for Kirby Street generally located at the northeast corner of SH 78 and Kirby Street. (C. Hoisted, City Engineer) Staff Comments City Engineer Holsted addressed Council stating that staff discussed the purchase of additional right-of-way for Kirby Street with Council on the September 27, 2005 Council meeting. The purchase includes 2,283 square feet of right-of-way for the completion of the turn lane on Kirby Street. Construction of the additional pavement will be included in the SH 78 expansion project which will be bid by TxDOT in approximately 18 months. The total purchase price for the property is $57,075.00 and closing will take place as soon as possible. Council Action A motion was made by Mayor Pro Tem Hogue, seconded by Councilman White to approve authorizing the Mayor to execute a real estate sales contract for the purchase of right-of-way for Kirby Street generally located at the northeast corner of SH78 and Kirby Street. A vote was taken and passed 6-0 with Councilwoman Allen absent 9. Consider and act upon purchase of right-of-way for Kirby Street,in the amount of$15,000.00, from Khalid and Hanif Corporation. Staff Comments City Engineer Holsted addressed Council stating that the Kirby Street paving project was constructed in 2001, and right of way acquisition for the project started in 1999. Based on existing plats for the subdivisions along the project, the right of way at the corner of Kirby Street and SH 78 was assumed to be 60 feet in width and therefore no further acquisition was pursued. The property at the north east corner was never platted and has recently been sold, however, the previous owner kept approximately 2,760 square feet of property which is located under the Kirby Street paving. The deed for the property makes reference to an implied right of way for Kirby Street of approximately 2,224 square feet; therefore, the remaining 536 square feet must be purchased. The City Attorney and staff have negotiated with the property owner and they have agreed to a purchase price of$15,000. Council Action A motion was made by Councilman Newsom, seconded by Councilman Young to approve the purchase of right-of-way for Kirby Street in the amount of$15,000.00, from Khalid and Hanif Corporation. A vote was taken and passed 6-0 with Councilwoman Allen absent Minutes—December 6,2005 Wylie City Council Page 6 READING OF ORDINANCES TITLE & CAPTION APPROVED BY COUNCIL AS REQUIRED BY WYLIE CITY CHARTER,ARTICLE III, SECTION 13-D. City Secretary Carole Ehrlich read the caption to Ordinances No. 2005-75, No. 2005-76, No. 2005-77, No. 2005-78, and No. 2005-79 into the official record. ADJOURNMENT With no further business before Council, consensus of Council was to adjourn at 6:45 p.m. John Mondy,Mayor ATTEST: Carole Ehrlich,City Secretary Minutes—December 6,2005 Wylie City Council Page 7 CITY OF WYLIE Item No. City Secretary's Use Only COUNCIL AGENDA ITEM January 10, 2006 Council Meeting Of: Originating Department: City Secretary Prepared By: Carole Ehrlich Account Code No. #: Date Prepared: December 1, 2005 Budgeted Amount: Exhibits: Resolution No. 2006-01(R) AGENDA SUBJECT: Consider and act upon approval of Resolution No. 2006-01(R) establishing a public newspaper of general circulation to be the official newspaper for the City of Wylie. RECOMMENDED ACTION: Approval SUMMARY: There are two requirements that must be met for a newspaper to meet the statutory requirements as a newspaper of general circulation. First, the publication must be a newspaper as defined by Section 2051.044, Texas Government Code. The section defines the term newspaper as: ...any newspaper devoting not less than 25% of its total column lineage to the carrying of items of general interest published not less frequently than once each week, entered as second class postal matter in the county where published and having been published regularly and continuously not less than twelve(12)months prior to the making of any publication... The second issue to consider is whether a particular publication is a newspaper of general circulation. The following area newspapers have been surveyed as to their circulation, times of publication, and advertising costs for public notifications. APPROVED BY: Initial Date Department Director: CE \ 12/1/05 City Manager: \ 1 AGENDA SUBJECT: Consider and act upon approval of Resolution No. 2006-01(R) establishing a public newspaper of general circulation to be the official newspaper for the City of Wylie. SUMMARY: (Continued) Wylie News Every Wednesday $ 2.03 per line 4,950 Plano Star Courier Wed - Sun $ 13.70 per col. inch 6,039* Wed-Sun McKinney Courier Sun- Friday $ .20 cents per word 6,510* McKinney Messenger Every Thursday $ 11.10 per col. inch 10,000* Allen American Thurs & Sun $ 10.50 per col inch 6,8 5 0* Garland News Thurs & Sun $ 3.56 per line 10,000* published on Thurs& Sunday only Dallas Morning News Daily $ 37.40 col inch Tues-Thur 73,559* $ 44.50 col inch Fri - Sat 87,587* $ 50.00 Sunday Rate 98,051* The City of Wylie Home Rule Charter states in Article 11, Section 2; The City Council shall declare an official newspaper of general circulation in the city. All ordinances, captions of ordinances, notices and other matters required to be published by this charter, by city ordinances, or by the constitution and laws of the State of Texas, shall be published in this official newspaper. The Wylie News meets the criteria for an official publication as provided by the statute. The Wylie News was the official publication for the City in 2005. Financial Summary: Our total expenditure for advertising costs for fiscal year 2004-2005 was approximately $71,320.00, which included Wylie News expenditures of$46,419.80. 2 RESOLUTION NO. 2006-01 (R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, ESTABLISHING A PUBLIC NEWSPAPER OF GENERAL CIRCULATION TO BE THE OFFICIAL NEWSPAPER FOR THE CITY OF WYLIE WHEREAS,Section 52.004,Local Government Code,requires the City Council of the City of Wylie,Texas("City Council")to determine,by ordinance or resolution,a public newspaper to be the official newspaper for the City of Wylie, Texas ("Wylie"); and WHEREAS, the City Council finds that the Wylie News is a public newspaper of general circulation. NOW,THEREFORE,BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: That the City Council of the City of Wylie, Texas hereby determines and establishes the Wylie News as the official newspaper for Wylie until the time that another selection is made by the City Council. SECTION 2: That this resolution shall take effective immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, and this the 10th day of January 2006. John Mondy, Mayor ATTEST: Carole Ehrlich, City Secretary Resolution 2006-01(R) Establishing Public Newspaper CITY OF WYLIE Item No. City Secretary's Use Only COUNCIL AGENDA ITEM January 10, 2006 Engineering Council Meeting Of: Originating Department: Prepared By: Chris Holsted Account Code No. #: Date Prepared: December 20, 2005 Budgeted Amount: N/A Exhibits: Change Order AGENDA SUBJECT: Consider and act upon approval of Change Order No. 2, and No. 3 to Site Concrete, Inc. in the amount of $15,847.00 for the removal of debris and tires from the job site and for the revised connection for Alanis Drive to SH 78. RECOMMENDED ACTION: Approval SUMMARY: Change Order #1 was approved on August 9, 2005 for the installation of a new 6" water meter for Glenn Knoll Mobile Home Park. Change Order #2 is for the removal of tires and debris encountered during the installation of the 12" water line along the south side of Alanis adjacent to the land fill property. Two bid items are added for this work and they include the removal and disposal of 880 tires and the removal and disposal of two truckloads of waste material. Change Order#3 is the result of changes to the design plans by TxDOT at the intersection of SH 78. TxDOT requested the removal of the existing Quadguard System at the intersection and the installation of 43 linear feet of C201 Traffic Rail. Staff recommends approval. APPROVED BY: Initial Date Department Director: CH \ 12/20/05 City Manager: \ 1 BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Ave.,#220 Dallas,Texas 75231 Fax(214)361-0204 Phone(214)361-7900 JOHN W.BIRKHOFF,P.E. RONALD V.CONWAY,P.E. GARY C.HENDRICKS,P.E. JOE R.CARTER,P.E. PAUL A.CARLINE,P.E. MATT HICKEY,P.E. November 21, 2005 DOUGLAS K.SHOWERS,P.E. Site Concrete, Inc. 3340 Roy Orr Blvd. Grand Prairie, Texas 75050 Attention: Mr. Greg Klatt Re: City of Wylie, Texas—Alanis Drive Paving&Drainage Improvements Change Orders No. 1 and No. 2 Gentlemen: Three (3) copies each of Change Order No. 1 and Change Order No. 2 for the City of Wylie Alanis Drive Paving and Drainage Improvements project are enclosed for your execution. Change Order No. 1 includes a new 6-inch water meter at the Glen Knolls Mobile Home Park based on prices that were previously agreed to by the City of Wylie. Change Order No. 2 includes removal of debris and tires from the job site based on prices that were previously agreed to by the City of Wylie. Please execute these change orders and return all three copies to the City of Wylie for execution. The contract amount will not be increased until these change orders have been fully executed by both parties. Please contact us if you have questions concerning this matter. Sincerely, tc„.1,„„ r ' Joe R. Carter, P.E. Enclosures cc: Mr. Chris Hoisted,P.E. / Mr. C. A. Davis, Jr.,P.E. j:\clerical\wylie1200 1-1 1 7 alanis p&dlletterslconstlklco 1&2-sitetransmit.doc CITY OF WYLIE, TEXAS ALANIS DRIVE PAVING & DRAINAGE IMPROVEMENTS CHANGE ORDER NO. 1 A. INTENT OF CHANGE ORDER The intent of this change order is to modify the provisions of the contract entered into between the City of Wylie, Texas and Site Concrete, Inc., 3340 Roy On Blvd., Grand Prairie, Texas 75050, for construction of the Alanis Drive Paving&Drainage Improvements,dated March 22, 2005. B. DESCRIPTION OF CHANGE Remove existing water meter at the Glenn Knoll Mobile Home Park and replace with a 6-inch meter (RPZ), concrete vault,backflow device and bypass. C. EFFECT OF CHANGE ON CONTRACT AMOUNT This change order will have the following effect on the cost of this project: Item - -Previous Quantity Revised Amount No. Description Quantity This C.O. Quantity Unit Unit Price of Change 314-A Remove&Replace Water Meter w/6" 0 1 1 L.S. $26,975.50 $ 26,975.50 Total: - $ 26,975.50 Original Contract Amount: $ 3,863,3 84.66 Change Order No. 1 $ 26,975.50 Revised Contract Amount: $ 3,890,360.16 D. EFFECT OF CHANGE ON CONTRACT TIME The work required under this change order will add no calendar days to this project. Original Contract Time 275 calendar days Change Order No. 1 0 calendar days Revised Contract Time: 275 calendar days The completion date for the project will be revised as follows: Notice To Proceed Issued April 15,2005 275 Calendar Days Bid January 15, 2006 (Original Completion Date) Change Order No. 1 (0 Calendar Days) January 15,2006 (Change Order# 1 Completion Date) j:lclericaflwytiel2001-117 alanis p&dlspecslchange-olco-1.doc (11121/2005) Page 1 of 2 City of Wylie Alanis Drive Paving&Drainage Improvements Change Order No. 1 E. AGREEMENT By the signatures below of duly authorized agents, the City of Wylie, Texas and Site Concrete, Inc., do hereby agree to append this Change Order No. I to the original contract between themselves, dated March 22, 2005. City of Wylie Site Concrete,Inc. Owner Contractor By: By: (signature) (signature) Name: Name: (please print) (please print) Title: Title: (please print) (please print) Date: Date: Attest: Attest: j:lclericallwyliel2001-117 alanis p&dEspecslchangc-olco-1.doc (11/21/2005) Page 2 of 2 CITY OF WYLIE, TEXAS ALANIS DRIVE PAVING & DRAINAGE IMPROVEMENTS CHANGE ORDER NO. 2 A. INTENT OF CHANGE ORDER The intent of this change order is to modify the provisions of the contract entered into between the City of Wylie, Texas and Site Concrete, Inc., 3340 Roy Orr Blvd., Grand Prairie, Texas 75050, for construction of the Alanis Drive Paving&Drainage Improvements, dated March 22, 2005. B. DESCRIPTION OF CHANGE Remove and properly dispose of unsuitable material and remove and properly dispose of tires on the site of the project. Add two new bid items to accommodate the additional scope of work. C. EFFECT OF CHANGE ON CONTRACT AMOUNT This change order will have the following effect on the cost of this project: Item Previous Quantity Revised - Amount No. Description Quantity This C.O. Quantity Unit Unit Price of Change 111 Remove&Dispose of Tires 0 880 880 Ea. $ 2.50 $ 2,200.00 112 Remove&Dispose of Waste Material 0 2 2 _ Trk. $ 280.00 $ 560.00 Total: $ 2,760.00 Original Contract Amount: $ 3,890,384.66 Change Order No. 2 $ 2,760.00 Revised Contract Amount: $ 3,893,144.66 D. EFFECT OF CHANGE ON CONTRACT TIME The work required under this change order will add no calendar days to this project. Original Contract Time 275 calendar days Change Order No. 1 0 calendar days Change Order No. 2 0 calendar days Revised Contract Time: 275 calendar days The completion date for the project will be revised as follows: Notice To Proceed Issued April 15, 2005 275 Calendar Days Bid January 15, 2006 (Original Completion Date) Change Order No. 1 (0 Calendar Days) January 15, 2006 (Change Order# 1 Completion Date) Change Order No. 2 (0 Calendar Days) January 15, 2006 (Change Order#2 Completion Date) j:lclericallwylie\200 I-117 alanis p&d'spccslchange-olco-2.doc (11/21/2005) Page 1 of 2 City of Wylie Alanis Drive Paving&Drainage Improvements Change Order No. 2 E. AGREEMENT By the signatures below of duly authorized agents, the City of Wylie, Texas and Site Concrete, Inc., do hereby agree to append this Change Order No. 1 to the original contract between themselves, dated March 22, 2005. City of Wylie Site Concrete,Inc. Owner Contractor By: By: (signature) (signature) Name: Name: (please print) (please print) Title: Title: (please print) (please print) Date: Date: Attest: Attest: j:1cicrica11wyfie1200 1-1 17 alanis p&d\specslchange-alto-2.doc (11/21/2005) Page 2 of 2 ................................................................. BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Ave.,#220 Dallas,Texas 75231 Fax(214)361-0204 Phone(214)361-7900 JOHN W.BIRKHOFF,P.E. RONALD V.CONWAY,P.E. GARY C.HENDRICKS,P.E. DOE R.CARTER,P.E. PAUL A.CARLINE,P.E. MATT HICKEY,P.E. November 28, 2005 DOUGLAS K.SHOWERS,P.E. Site Co rete, Inc. 334 oy Orr Blvd. G nd Prairie,Texas 75050 Attention: Mr. Greg Klatt Re: City of Wylie, Texas—Alanis Drive Paving&Drainage Improvements Change Order No. 3 Gentlemen: We have enclosed three(3) copies of Change Order No. 3 for the City of Wylie Alanis Drive Paving and Drainage Improvements project for your execution. Change Order No. 3 includes a three new bid items for the revised connection for Alanis Drive to State Highway 78. The quantities for existing Bid Items 6, 206-A, 207-A and 208-A will be extended to account for the additional work related to this change order and the contract amount will be amended as necessary after the final quantities for all bid items have been determined. Please execute these change orders and return all three copies to the City of Wylie for execution. The contract amount will not be increased until these change orders have been fully executed by both parties. Please contact us if you have questions concerning this matter. Sincerely, Joe R. Carter, P.E. Enclosures cc: Mr. Chris Hoisted, P.E. Mr. C. A. Davis, Jr., P.E. j;\clerical wylie12a41-117 alanis p&dlletterslconstlklco3-sitetransmit.doe CITY OF WYLIE, TEXAS ALANIS DRIVE PAVING & DRAINAGE IMPROVEMENTS CHANGE ORDER NO. 3 A. INTENT OF CHANGE ORDER The intent of this change order is to modify the provisions of the contract entered into between the City of Wylie, Texas and Site Concrete, Inc., 3340 Roy On Blvd., Grand Prairie, Texas 75050, for construction of the Alanis Drive Paving&Drainage Improvements, dated March 22, 2005. B. DESCRIPTION OF CHANGE Remove approximately 11 linear feet of Traffic Rail and a Quadguard System at the southwest corner of the State Highway 78 Bridge over Muddy Creek and construct 43 linear feet of C201 Traffic Rail on a 30-ft. radius with a Guardrail Extruder Terminal. Modify several quantities to accommodate the revised connection of Alanis Drive to State Highway 78. C. EFFECT OF CHANGE ON CONTRACT AMOUNT The quantity for items already existing in the bid schedule will be adjusted to account for the revision. This change order will add the following new items to the project: Item Previous Quantity Revised Amount No. Description Quantity This C.O. Quantity Unit Unit Price of Change 113 Remove&Salvage Existing Quadguard 0 1 1 L.S. $ 1,100.00 $ 1,100.00 114 Remove Exist.Traffic Rail&Wingwall 0 1 1 L.S. $ 2,955.00 $ 2,955.00 115 Construct C201 or C221 Rail On 30'R 0 1 1 L.S. $ 9,032.00 $ 9,032.00 Total: $ 13,087.00 Original Contract Amount: $ 3,863,384.66 Change Order No. 1 $ 26,975.50 Change Order No. 2 $ 2,760.00 Change Order No. 3 $ 13,087.00 Revised Contract Amount: $ 3,906,207.16 The quantities of existing Bid Items 6, 206-A, 207-A and 208-A will be extended to account for the additional work related to this change order and the contract amount will be amended as necessary after the final quantities for all bid items have been determined. j:lclericallwylie12001-117 alanis p&dlspecslchange-olco-3.doc (1112812005) Page I of 2 City of Wylie Alanis Drive Paving&Drainage Improvements Change Order No. 3 D. EFFECT OF CHANGE ON CONTRACT TIME The work required under this change order will add ten(10)calendar days to this project. Original Contract Time 275 calendar days Change Order No. 1 0 calendar days Change Order No. 2 0 calendar days Change Order No. 3 10 calendar days Revised Contract Time: 285 calendar days The completion date for the project will be revised as follows: Notice To Proceed Issued April 15, 2005 275 Calendar Days Bid January 15,2006 (Original Completion Date) Change Order No. 1 (0 Calendar Days) January 15, 2006 (Change Order# 1 Completion Date) Change Order No. 2 (0 Calendar Days) January 15, 2006 (Change Order#2 Completion Date) Change Order No. 3 (10 Calendar Days) January 25, 2006 (Change Order#3 Completion Date) E. AGREEMENT By the signatures below of duly authorized agents, the City of Wylie, Texas and Site Concrete, Inc., do hereby agree to append this Change Order No. 3 to the original contract between themselves, dated March 22,2005. City of Wylie Site Concrete,Inc. Owner Contractor By: By: (signature) (signature) Name: Name: (please print) (please print) Title: Title: (please print) (please print) Date: Date: Attest: Attest: j:lclericallwylie12001-117 alanis p&dlspecslchange-oleo-3.doc (11/28/2005) Page 2 of 2 CITY OF WYLIE Item No. City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Engineering Prepared By: Chris Holsted Account Code No. #: N/A Date Prepared: December 27, 2005 Budgeted Amount: N/A Exhibits: Change Order AGENDA SUBJECT: Consider and act upon Change Order No. 20 to Site Concrete in the amount of $46,850.73 for the construction of a retaining wall along SH 78 from Sta. 591+60 to Sta.595+20. RECOMMENDED ACTION: Approval SUMMARY: The Texas Department of Transportation required a retaining wall to be built along SH 78 generally located in front of Wal-Mart. The grades between the existing parking lot and the turn lane on SH 78 were too steep to easily maintain, therefore, a retaining wall was deemed necessary. The City approved approximately $2.74 million in June 2004 for the extension of SH 78 from Eubanks to Spring Creek Parkway. Field changes reduced the overall construction cost for the extension; therefore no additional funds are necessary from the City. APPROVED BY: Initial Date Department Director: CH \ 12/27/05 City Manager: \ 1 TEXAS DEPARTMENT OF TRANSPORTATION CHANGE ORDER NUMBER: 20 or rr.3.pvrrrr,on Form Co 5-98R 1. CONTRACTOR: Site Concrete, Inc. CCSJ: 0281-02-048 2. Change Order Work Limits: Sta. 591+60 to Sta. 595+20 Project: STP 2007 589 MM 3. Type of Change(on federal-aid non-exempt projects): Minor (Major/Minor) Highway: SH 78 4. Reasons: 1 B 4B 21 (3 Max.-In order of importance-Primary first) County: Collin 5. Describe the work being revised: Due to elevation differences District: 18/Dallas along the State ROW line, a retaining wall is necessary to avoid unstable slopes within the embankment.The wall with sidewalk, is proposed between Contract stations 591+60 and 595+20. This area falls within the "extension" limits of Number: 45073007 SH 78 CO#8, previously initiated by the City of Wylie. In accordance with the agreement between the City of Wylie and TxDot,the City is responsible for Fed.Aid Exempt: ❑ costs associated with CO#8 and any subsequant work within these limits. Fed.Aid Non Exempt: E However, there is enough money remaining in CO#8 that makes further collection from the City of Wylie unnecessary.Two (2) months of Item 502- 0501-918 Barricades, Signs &Traf Handle will be added to the contract to cover the additional days remaining in the contract. The unit price for the retaining wall and sidewalk have been reviewed and deemed fair and reasonable.Verbal approval given by the District Construction Engineer 12-2-2005. 6. New or revised plan sheet(s) &sketch(es)are attached and numbered: NIA Each signatory hereby warrants that each has the authority to execute this Change Order(CO). The contractor must sign the Change Order and,by doing so,agrees to The following information must be provided waive any and all claims for additional compensation due to any and all other expenses,additional changes for time,overhead and profit;or loss Time Ext. #: NIA Days added on this CO: N/A of compensation as a result of this change. Amount added by this change order: $46,850.73 THE CONTRACTOR Date For TxDOT use only: By Days FHWA non-participating: Typed/Printed Name CO portion FHWA non-participating: Typed/Printed Title CO portion financed by 3rd party funding: $46,850.73 RECOMMENDED FOR EXECUTION: District Const/Maint/Operations Engineer Date Area Engineer Date ❑;APPROVED ❑ REQUEST APPROVAL Director, Design Division Date District Engineer Date ❑APPROVED ❑ REQUEST APPROVAL Director, Traffic Operations Division Date Director, Construction or Maintenance Division Date ❑APPROVED ❑ REQUEST APPROVAL Area Engineer's Seal: AED, Engineering Operations Date APPROVED a . . TEXAS DEPARTMENT OF TRANSPORTATION CHANGE OR DER NUMBER: 20 CCSJ: 4287-02-048 TABLE A: Force Account Work and Materials Placed into Stock Estimated Cost: Paid byInvoice? Y 0 N ❑ _ LABOR HOURLY RATE EQUIPMENT HOURLY RATE 1 P , TABLE B: Contract Items ORIGINAL+PREVIOUSLY NEW REVISED ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY ITEM C[]5T OVERRUN! UNDERRUN 9020-0020-900 :Retaining Wall and Sidewalk T SF $30.43 0.00 $0.00 1,211.00i $36,850.73 ` $36,850.73 502-0501-918 Barricades,Sins&Traf Handl MO $5,000.00 6.00 $30,000.00 8.00 $40,000.00 $10,000.00 (for extension work,CO#8) _ r . r r T s 1 � r r I ` i y r i • 1 TOTALS $30,000.00 $76,850.73 $46,850.73 , TXDOT Form CO 5-98R • • NOTES: • 9 I. FOR SURFACE AREA OF RETAINING WALL, HEIGHT OF RETAINING WALL IS MEASURED FROII TOP OF FOOTING TO THE TOP OF WALL. 2. WALL LENGTHS AND OFFSETS ARE GIVEN ALONG THE FRONT FACE OF THE WALL. DIMENSION AND OFFSET LINE 3. ALL CONCRETE IS TO BE CLASS C. (FRONT FACE OF WALL) 4. ALL REINFORCING STEEL IS TO BE GRADE 60. 1" COMPRESSIBLE PLUG 5. PROVIDE Y." JOINT CHAMFER AT WALL STEM ONLY. 1" DIA. Y. 2•--- (SPONGE, ETC.) 6. SIDEWALK RETAINING WALL SHALL BE PAID FOR UNDER QF WALL µpX SMOOTH iDO"ELS 2Y" CHAMFER (TYP.) [TOP: 2' c c MAX. C-C MAX. EXPANSION AND CONTRACTION JOINT NOTES: j "� Q _ I. JOINT SHALL EXTEND THROUGHOUT THE STEM AND T �, FOOTING SECTION IN A CONTINUOUS VERTICAL PLANE. LL 2. AT INDIVIDUAL JOINTS, THE FOOTING AND STEM SHALL .."-ER. �x - - CONTAIN A MINI1ufLltri❑F FOUR DOWELS EACH. C- 1 X" L,,a PREFORMED C-C MAX. �c 1" I.D. POLYETHYLENE V2" PREFORMED g _ JOINT MATERIAL SLEEVE OR WRAP WITH JOINT MATERIAL COAST. JOINT\.,_-_. - 36tt ROOFING FELT �4" CHAMFER 1- 2.00'' i TOP OF FOOTING EXPANSION JOINT • 8'2 - } .9. (NOT TO SCALE) �,': . 5._B„ 1" DIA. X 2' CUT WALL SMOOTH DOWELS 0 2' C-c MAX. (NOT TO SCALE) 1. =5 0 12..'iNZ , C-C MAX. k a` -»tt 1►.z r47 4,1,�. 4_ s 11E I1 . 7 i MAKRAM BATAINEH i /r 82298 i i Y," CHAMFER--- t� ..R F.O--',.` �,°,,,:s FrrST;;.?••,-4..- CONTRACT ION JOINT ``•s1y Nam (NOT TO SCALE) p,A,L___ i oil ,P.E.!I.zg 5r;nature a RegistrQnt 6 pet kaTexas Department of Transportatto, AOr © 2005 0 RETAINING WALL IA DETAILS sn ORDER o I(� JcyIGN FED. FEDER.AID PROJECT NO. "'p6 A CHANGE � dER NO. 20 R� 1; ' I (See Title Sheet) SH a uJ js STATE CiSTRICT COuNTrSr,^ TEXAS DALLAS COLLIN F .'��K 5 CV K CONTROL SCOT ION I JOB 55 MS 0281 02 1 048 - - VEAL-MART WA WALL P.I. - END WALL BEGIN WALL STA 594.20 STA 595.20 STA 591+5D LT 65.5 LT 53.5 LT 65.5 20 BAR SCALE IN FEET - Q �� DIMENSION ANO OFFSET LINE CFRONT FACE OF RAW TO?DF MAIL e:2 W,►,% _� r 5 88' 132' 05. 66" E I _ I __....._.____........_......_.._..k..__ ._._._._ COST. .JOINT - 2' TOP OF FOOTING 8 �9- 5-8- ._.___�.__...�__�._____,__._.... CUT WALL TO SCALE, T 20 CHANGE ORDER NO. 20 I RETAINING WALL \w y J_ L J 4 1 E5T1MA,TED QUANTITIES >,� F r l 1 J • J 9 Retag Riprap Trot tic; i*.•- *�/ Wall {Cant Rm! ,*: Ice r OP CL 8) 7T5D 1) /, M KRAM BATAINEH 1/ r , r ,. r , 7 r r , 5F CY 4 LF ri 82298 1211 h 0 0 p• � p ,�•T1ar. FCI5T.-..- e, l‘``,tONAL v'--JL a L L _-_ i J y _ L J L tiL---ti r 1.4t,—__ P.E.11—ZA—DS I r r _ Signcture a egistrant 6 Date `_ -`` - Texas DepQrtrr nt of Transportation ) LAYOUT 4.00' RETAINING WALL IA SCALE: SHEET T DF T 26 / --------- a.JgcN On' FEDERAL AID PROJECT NO, HiGt+wav w. GRAPHICS 6 (SEE TITLE SHEET/ SH 78 ,1B STATEa:STRIC7 COUNTY SHE.T N0. • - CHECK TEXAS DALLAS CALL I N • FINISHED GROUND LINE � G'Bx CONTROL SECTION JOB 591+60 592.00 593+00 — 56A 594+QQ 595�OQ ' MB 0281 02 048 CITY OF WYLIE Item No. City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Planning and Zoning Prepared By: Renae' 011ie Account Code No. #: Date Prepared: December 21, 2005 Budgeted Amount: Exhibits: 1 AGENDA SUBJECT: Consider and act upon approval of a Preliminary Plat for Greenway — 78 Addition, generally located south of F.M. 544 and west of S.H. 78 (Tracts 43, 42 & 4). RECOMMENDED ACTION: The Planning and Zoning Commission voted on December 6, 2005, 4—0 to recommend approval. SUMMARY: The property totals 8.300 acres and will create three commercial lots. Lot 1 being 1.843 acres in size, Lot 2 is 2.036 acres in size, and Lot 3 is 4.421 acres. Two buildings currently exist on the subject property, a 192,563 s.f. one story tin building and a 4,103 s.f. single story wood frame building both on Lot 3. The property was the subject of a zoning case in December 2004 (PD-2004-43). The PD allows for mixed retail and light industrial uses. A 24 foot fire lane and access easement provides access to all three lots with primary access from F.M. 544 No Site Plan has been submitted for the subject property. The Preliminary Plat substantially conforms to the approved Conditions of the PD that state that the parcel along the frontage of F.M. 544 shall comply with all regulations of the Community Retail District. The back portion of the subject property shall comply with all regulations as set forth in the Industrial District of the Zoning Ordinance as adopted February 27, 2002. APPROVED BY: Initial Date Department Director: MM \ 12/21/05 City Manager: \ 1 CURVE TABLE __ __ __ CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD -- -- -- - -- -- -- __ C1 17'29'26" 626.54 191.26 N 26'04'36"E 190.52 -- -- -- -- - C2 7'33'32" 626.54 82.66 N 12'3816"E 82.60 C3 26'30.61" 636.54 294.56 N 2Y02'29"E 291.94 Fe Me HIGHWAY NO. 544 (W. KI RB Y STREET) C4 89,.07" 20.00 31.13 N 4613'27"E 26.06 C5 88'23'30" 44.00 67.88 S 46,16"W 61.35 C6 12713'29" 44.00 97.70 S 61'11'14"E 78.83 (A VARIABLE WIDTH RIGHT-OF-WAY) A=2'14'00" C7 5411'07" 44.00 41.87 N 2716'26"E 40.31 C8 89'46'01" 20.00 31.33 S 45'33'65"W 28.23 R=5669.58 C9 7210'12" 44.00 55.93 N 54'01'50"E 52.24 L=220.99' C10 13 00'33" 516.88 117.36 N 11'06'27"E 117.11 T=110.51' POINT OF C11 90'22'04" 44.00 69.40 N 44'22'02"W 62.42 "+'CUT IN 1/2-INCH IRON /894230E S30ETE ROD22098 BEGINNING 60_�--- __• _ IRF $87'S9 44 E__--- -_19_8.32' C15 12'55'05" 492.88 111.13 N 11 09'11"E 110.69 - - -- L 197.97 23.02..A. S1.26'�-� C16 72'S0'12" 20.00 25.42 N 54 01'S0"E 23.75 153.ss L �t-a-t( --_ IRF -- -- C17 91'36'S7" 20.00 31.98 s 43.44'36"E 28.68 I I _J- I I n 334.22' - C18 12713'29" 20.00 44.41 S 61'11'14"E 35.83 -n --- C19 88'23'30" 20.00 30.85 S 46'37'16"W 27.88 \ R=59.65'II , . a- N00'49'00"E L=73.70' S 02'08'29"W'I`\C20 89'S1'S4" 20.00 31.37 N 4495'02"W 28.25 \ 10'CITY of WYLIE ESMT. 78 37' I dig 57.13' ----: I I C21 54'31'07" 20.00 19.03 N 27'S6'26"E 18 32 I -(voL.2s5s,PG.538) is CITY OF WriIE ESMT. La7I I I (VOL.2880,PG.295) (VOL.4382,PG.1270) i;i I 24'FIRE THIS ANE EASEMENT Tht:76.ii (BYI Lea 100'R.O.W. LINE TABLE L=21.35' I I 5 L53 R=7.00' I LINE BEARING LENGTH LINE BEARING LENGTH I \ I IJ N S 09'03'11"W I S 04'00'56"W°° L1 N 00'26'17"E 27.27 L50 N 04'42'25"E 10.00 I \ I 1 I N 06'41'02"E I J I 139.37 I L2 S 69'33'43"E 10.00 L51 S 85'17'35"E 11.27 51.29' I I 80.45' I L3 S 00'26'17"W 27.27 .2 N 04.42'25"E 77.84 I I g' I L4 S 8913'43"E 128.92 L53 N 85'17'35"W 19.61 LOT 1 I I'a JL.J '07'32"W 25.19 L54 N 04'42'25"E 10.00 BLOCKA I 1D'WATER EASEMENTW L6 N 16'52'28"E 10.00 L55 S 85'17'35"E 19.81 THE GREENWAY ADDITION I R=128.11' I\ o (BY THIS PLAT) 5 N I� L7 S 73'07'32"E 25.19 L56 N 04'42'25"E 33.97 L=128.31' \ N ✓ �I (VOL.0,PG.287) I I I S 0319'54"W f _L IW IRF Z ^ LB N 00'29'S7"W 46.27 L57 N 85'17'35"W 11.41 I 41.11'I Lst I'`m LOT 1 �Q� LOT 1 L9 S 89'30'03"W 18.94 L58 N 04'42'25"E 10.00 9 N 04'S1'44"E L10 N 00'29'67"W 10.00 L59 S 85'17'35"E 11.41 I 15519' 1.843 ACRES I a KIRBY 78 ADDITION L11 N 89'30'03"E 18.94 L60 N 04'42'25"E 19.63 I I. I L49 (80,291 SF) I I 0'g a I (VOL.N,PG.411) L12 N 00'29'57"W 91.14 L61 S 88'12'34"E 10.01 I I W I I I I ',->t'i I 130.32' V a rn L13 S 8719'44"E 10.01 L62 S 04-42'25"W 265.30 - LOT 2 L14 S 00'29'57"E 147.79 L63 S 4615'38"W 30.17 I I ti I 2.036 ACRES I I I I Q 3 T. L15 N 89'33'43"W 104.72 L64 N 88'59'43"W 148.65 I I ►Il," (88,701 SF) J!I --_ q <�p� I'L16 S 00'26'17"W 7.17 .5 S 01'00'17"W 6.96 sF I I / y ,N 02'26'09 E L77 N 69'33'43"W 10.00 L66 N 88'S9'43"W 10.00 j I 9--� / I N„ L1 B N 00'26'17"E 7.17 L67 N 01'00'17"E 6.98 I W I S 0117'53"W 59.84' L19 N 89'33'43"W 75.52 L66 N 8819'43"W 10.71 = Ice to u I "=M_I I /N I I /N�N N 87'46'04"W 318.02' La' -` Lat e L23 N 34'27'30"W 24.91 L72 N 34'27'30"W 11.79 (voL.0,PG.287) p I•--- - -- 4: /�i �48'10'49" / L24 S 55'32'30"W 172.48 L73 N 55'32'30"E 10.00 I -- - / Z I - - uis-iae � / L25 N 89'33'04"W 11.26 L74 S 34'27'30"E 11.79 I I - J id if----....._ L26 S 00'26'56"W 33.12 L75 N 5512'30"E 176.14 I I r L4a J r� -al �O I LW �K/ \L=439.70' / L27 S 45'26'08"W 28.57 L76 S 89'33'43"E 49.21 I L4z LssI 0 WATER EASEMENT T=233.79' L28 S 38'39'44"E 6.86 L77 S 02 08'29"W 78.37 LOT 2 I I (BY THIS PLAT) N o2ro3'53"E a// CD=S 28'05'47"W L29 S 5,20'16"W 10.00 L78 S 09'03'11"W 51.29 BLOCK A I 81.98' r / CH=426.86 / L30 N 38.39'44"W 15.88 L79 S 03.39'54"W 41.11 I I I -- -- -- - / / / / L31 N 45'26'OB"E 33.45 LBO S 01'37'S3"W 75.91 THE GREENWAY ADDITION (VOL,0,PG,287) I I a N 89'11'00"W 210.16' L / L32 N 00'26'56"E 28.98 .1 N 89'11'00"W 147.45 W / L33 N B9,3'04"W 4.67 .2 S 02'25'31"W 203.66 I I z< / / / / L34 N 0113'44"E 3.73 .3 N 5512'02"E 191.06 I -,1., 9 �a // /a% L35 S 33.0017"W 14.22 .4 N 00.40'55"E 84.26 I I ig // / �� L36 N B9'33'04"W 26.83 L85 S B9'33'04"E 174.70 I I BLOCK A ' / / L37 N 00'26'56"E 10.00 .6 N 00.49'00"E 61.48 I I ^ N m / L38 S 89'33'04"E 21.35 L87 N 89,3'04"W 174.80 8.300 ACRES L39 N 33'00'37"E 15.52 .8 N 00,9'00"E 25.36 I I (361,555 SF) m /// // L40 S 8933'04"E 5.00 L89 N 8933'04"W 178.42 IE �n 10.WATER EASEMENT / / L41 N 01 33'44"E 219.38 L90 N 00-49'00"E 60.68 I I I .^ I L (BY THIS PLAT) / i•• / L42 N 86'26'16"W 26.10 L91 S B9,3'04"E 170.00 S 87'27'02"E -.- �L4 J / // 4,71 L43 N 0,3'44"E 15.00 L92 S 02.26'09"W 59.84 I I iS T 3 - L19 L15 5=ELLI,I L44 S 88'26'16"E 26.10 L93 S 04,1'44"W 55.19 50.01 / /�CHF) / ti / e APA - E /Br FWND- �1 / / q �.g / / /�'� /2-INCH IRON \' L47 N 46'15'38"E 22.26 L96 S 89'11'00"E 149.38 � � ROD FOUND /�/ ��i / � AA I �Nit�L48 N 04.42'25"E 99.36 L97 S 00.40'55"W 92.54 oI (GM•) //jyryti' / o �1A PARK= L49 N 85'17'35"W 11.27 L98 S 55'12'02"W 191.06 I •-I /�/ �y4/<\ / ,/ F.M.544 8 v ,„ctT I , / S /co. jp,„ill, .111 p // / O* / y,,,,e; PROJECT LOCATION I �l I l3,,. / \,, / '� _ STONE BROOKNI 1/2-INCH IRON Loa s / / IRF 0 .Z1 ��- I pC ROD iN CAP"PATE � ' Lis / 3917•FOUND �Lss LZs " / / SV\425 W /' // VICINITY MAP N 87'53'07"W 3 h nI / (NOT TO SCALE) > 50.22' 10'WATER EASEMENT / Q \`22'990. I 11/2ROD FOUND I J (BY THIS PLAT) u$55'19'40"W // Li/� 2 \ I I 489.18' 0,,1 I / PRELIMINARY RELEASED 11/30/05 FOR REVIEW PURPOSES ONLY.THIS N 02'24'14"E / DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. J 272.38' , MATCHLINE(SEE SHEET 2) _ PRELIMINARY PLAT > 1- 1 NOT£S' GREENWAY - 78 z N1. Bearing system for this survey k based on a bearing o/North 02 degree;13 minutes,58 seconds fast,fora wear Ike of that tract o/land d"scrbed in Special Warranty Deed o Binh vendor's L.to Ateenway-Cdumbla,L.P.recorded in Volume 5890 Page 5358 of the Deed Records of Coflk County,Taros. 8.300 ACRES W 2. Sub•t prgperty is shown on the Notional Rood Insurance Program Rood insurance Rote Nap htr Coflk County Tem;Nap No.�8085C0470 G Community-Pond No.�80759 044 e/fectiMe Dots January 19,1995,and revised by Lettn o/Map Revision,dared March 1,2ooz os reticence hereon.Afl ar the aubyrcr property k shown ro be located N LOCATED IN THE CITY OF WYLIE,TEXAS a � k zone 9r•and zone A£•on sold mrflA and Letter of Nop Revidon.Relevant zones ore defined on sold map as follows: AND BEING OUT OF THE 3 N Zone C"-Areas detemnked to be outside 500-year floodplain• 0 20 02 so 12o E.C. DAVIDSON SURVEY,ABSTRACT NO. 267 N Zone A£"-Special flood hazard areas kundoted by 100-year flood,'bass flood elevations determined. v; COLLIN COUNTY,TEXAS ran of 3. AN lots comply w0h the minimum standards established by the zoning district. GRAPHIC SCALE IN FEET SHEET 1 OF 2 i4, fie proposed use o/land within this subdivision is Commercial. OWNER: o ctDv 5. The coordinates shown hereon refer to Ms Texas Coordinate System of lg.North Central Zone,based upon City of Wylie Monument CM2'�"CN3. DATE RECORDED: GREENWAY-COLUMBIA,L.P. Pacheco Koch Consulting Engineers N 2808 NMRMONT,SUITE 100 8350 N.CENTRAL EXPWY. SUITE 1000 DALLAS,TX.75206 972.235.3031 ,;.it G 'Selling o potion o/this addition by metes and bounds Is a violation of Clty Ordinance and State Law and!s subject to fines and wRhdaNng of utilities and buAaNng permits" DALLAS,TEXAS VOLUME: PAGE: CONTACT:MARK HARDAWAY DRAWN BY CHECKED BY SCALE DATE JOB NUMBER PHONE:(214)880-7009 CRG MLL 1"=40' NOV.2005 2659-05.222 DWG FILE:2659-05.222PP-1.DWG XREF FlLE:2659-05.222CV-BASED XREF FlLE:2t159-05.2226T.DWG — — T ► MATCHLINE(SEE SHEET 1) .V ► I I I /10 P9 , I , 1 ► LOT 3 i LOT 3 I 4.421 ACRES �.`l� `_ BLOCK A I (192,563 SF) �6NO P`�/ THE GREENWAY ADDITION I I i 4. / P. (VOL.0,PG.287) ► N 02"24'14"E S �' 1 272.38' / i►� Gr 0,'c' I i I ,' ,A / 01 '0° ► I a., / Pv I1 1 i 7\ , ► GN14 ,/ II \-ROO INCH IRO N0r- I I 9�/ CAP FOUND // I I ry kLP` I .' OWNERS CERTIFICATE PEDICA770N CER77FICA7E SURVEYOR'S CER71f7CA7E STATE OF TEXAS STATE OF TEXAS STATE OF TEXAS COUNTY OF COLON COUNTY OF DALLAS COUNTY OF COLLIN NOW 7HER£FAR£,KNOW ALL MEN BY THESE PRESENTS KNOWN ALL BY THESE PRESENTS WHEREAS n,.creerwoy�columbic,L.P.fs the owner of a 8.300 acre tract of lord dtuated k the f.C.Davidson SLrrsy, THAT ORM/WAY-COLUMBIA,L.P.does hereby t this of designating b and throe their del authorized louvers Abstract No.267,h the Clty o/Wjlle,Collin Coantyt Texd&sold tract being ail of that tract of land described rat. y adopt PI dtion g y gin y red.te Riot I,Mkhod Larry Lewis t."11;t:', Profes 1°"'Land Surveyor,do hereby certify that this plat was prepared the herefnaboee described property as...away-7$an addition to the City of Wjlle,Texas,and do hereby dedicate to the from an acted and accurate survey of the land mode an the ground and that the comer monuments shown thereon M6rrornty Deed With Vendor's Lien to Creenway-Columbia,L.P.,recorded in Volume 5890,Page 535$and Volume "Recommended for Approval" Page o/the Deed Records of Collin County,Texas;sold 8.300 acre tract being more particularly described as City of Wt.Texas,for pudic use forever,the atrsets,alleys,pudic use areas and easements drown thereon.The streets were properly placed under my personal supervision k accordance with the platting rules and regulations o/the City follows: and the aileya are dedicated for street purposes.fie fdsements and public use areas,os shown,are dedicated to the CRY o/Wylie,Texas. of W)ll0.Texas,for the public use forever,for the purposes indicated on thle plot.No builaYngs,fence$trees,shrubs a other improvements or growths.all be constructed ar placed upon,over or across the easement.09 shown,except that Chairman,Planning R Zoning Commission Date oF.a PRELIMINARY BEGINNING,of d 1/2-inch ion rod with"Pacheco Koch"cop found of the htdsectlon o/the south the of F.M.Highway Na landscape knprovementa may be placed h Landsc�e eoaement0.!/approved by the Cty of Wjlle.In odditlon,utility ech,, T 544(W..Kirby Street)(a variable width right-of-way)with the northwest line of the Kansas Cty Southern Railroad(a edaements may also be used for the muted use rind occommodotfon of all public utilities desiring to use a using the same ,�q.k,eetrP.r.:l' 100-foot right-of soy)as recorded in Volume 4981 Page 3109 o/the said Deed Records; unless the easement limits the use to particular utilities,sold use by pubfic utilities being subordinate to the Public's and ro:es,, Fo'9io RELEASED S/30/OS FOR REVIEW PURPOSES ONLY.THIS City of Wylle's use thereof. fie City of Wylie and public utility entitles shall hove the right to remove and keep removed all - DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. THENCE,k a southerly direction along the said northwest Ike of the Kansas Cty Southern Ralkodd,the Mowing four(4) or parts or any building.fences,trees,drubs a other improvements or growths which may in any way endanger or interfere Approved for Construction" WIRIAEL LARRY LEWI,JR calls; with the construction,ma.tenance,or effic.cy of their respective systems in sold easements.fie City of Wylie and public •5773 Michael Lary Lewis J: utility entitles shall at all times have the lulu t of and to or from their ective easement.for the �'•:r r:'Q Registered Prohssknhal Load Surveyor rosily:,cOnsHuct.p,reconstructing,inspecting,patrol mokto and adding to a removing all or parts of their ''''"rs�°CVO Na 5773 South O4 degrees,00 minute.58 seconds West,o distance o/13A37 feet to a 1/2-inch irate rod with systems without the n00000 y of any time o/pr0curing permlasf0n from anyone. Mayor,Cty o/Wjlle,Texas Dote D SURN� "Pacheco Koch"coin found for comer;said point being the beghnhg o/a non-tangent curve to the right; That the undersigned do hereby covenant and agree that they shall construct upon the fire lane easements,as dedkoted and Southw:157 dung add torus to tins right hoeing a central angle of 48 degresa,10 minutes,49 seconds,a shown hereon,a hard surface and that they shall maintain the same in a slats of good repair at all tines and keep the Accepted" radius of 52289 feet a chord bearing and dletance o/South 28 degrees,05 minute.47 seconds W'eat 426.86 same free and clear o/any structure.fences,trees,shrubs,or other Improvements or obstruction,Including but not limited STATE OF TEXAS feet,an arc distance of 439.70 feet to a 1/2-inch iron rod with"Pacheco Koch"cap found for the end of said to the parking of motor vehkies,trailers,boats or other fmpedlments to the access of fire apparatus.the maintenance of CUM; paving on the fire lane easements is the responsibility of the owner,and the owner shall poet and maintain appropriate signs COUNTY OF DALLAS h conspicuous places along such fire lane.atat. an g"Ire Le,No Parking".fie Fire Marshal a his ably authorized Mayor,Cty o/Wjlie,Texas Dote South 52 degrees,11 minutes,16 seconds I.s,a distance of 34.25 feet to a 1/2-inch iron rod with"Pacheco representative or the Chief of Police or his duly authorized representative.hereby authorized to cause such fire lanes and BEFORE ME,the undersigned authority,a Notary Public in and for the State or Texas,on this day personally appeared Koch"cap found far comer, in easements to tz maintained free and unobstructed at all times for fire department and emergency use.unobstructed Mkhoel Lary Levels,k:,known to me to be the person whose name is subscribed to the kregokg haHument and dt all times/or We department and emergency use acknowledged to me that he executed the sane for the purposes and consideration therein expressed. South 55 degree.10 minute.40 seconds West,a distance of 489.18 feet to a 1/2-inch iron rod with 6Nlow The undersigned,the LYty Secretary of the City o/WI.Texas,hereby certifies that the foregoing And plat of the GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 2005. temp found far comer;ao/d point using the southeoat caner of Block A,fie Orsennroy Addltlon,an addition to the This plat approved subject to all platting ordinance.rule.regulations and resolutions of the City of W I.,Texas. Groan.,_78 subdivision a addition to then OIty or Wylie were submitted to the City Coancil on the_day of Cty o/Wjlle,Texas,dccord/ng to the plot recorded in Volume 0,Page 287,of the Nap Records of Coilk County Witness,our hands at Tex..this day of 2005. o/200.,and the Council,by farad action,then and there accepted the dedication o/street.alleys parks, Texas; easement Public places,and water and sewer Ikea oar shown and set forth in and upon said plat and said Ccarncil GREENWAY-COLUMBIA,LP. further authorized the Mayor to note the acceptance thereof by signing his nave ds hereinabove subxvrbed THENCE,along the cost Ike o/said Block A the following Ave(5)calls; Niches my hand this_coy o/ A.D.,2005. Notary Public in and for the State of Texas North 02 degrees,24 minute.14 seconds East,a distance of 272.38 feet to a 1/2-inch iron rod found for COMIC By: City Secretary North 87 degrees,53 minute.07 seconds West,a distance of 50.22 feet to a 1/2-inch iron rod with"PATE City of Wylie,Texas 3917"cop found for corner; North 02 59 minute.10 seconds fast,a distance of f02.57 feet to a 5 inch iron rod found for STATE Olt TEXAS canner; degree. �- COUNTY OI DALLAS BEFORE M£,the undersigned authafty.d Notary Public k and for the State o/Texas,on this day pereonaily appeared South 87 degree.27 minute.02 seconds fast,a distance of 50.01 feet to a 1/2-inch iron rod found for of OYsenway-Columbia,L.P.,known to me to be the peroor whose name is subaor/bsd to the foregoing comer; instrument and acknowledged to me that he executed the sane/or the purposes and eonsfderotlon therein expressed. North 02 degrees,13 minutes,58 seconds fast,a distance of 45158 feet to a 1/2-inch Don rod found for caner,sold point being k the sold south lime of F.M.Highway No.544; THENCE,along the said south line of F.M.Hfghnvay Na 544,the following four(4)call; GIVEN UNDER NY HAND AND SEAL OF OFFICE thiscoy of 2005. North 89 degrees,42 minute.30 seconds fast a distance of 126.08 feet to 0 1/2-inch Yon rod with"Pacheco Koch"cap found far the beginning of a non-tangent curve to the right Notary Public h and for the State o/Texas fastMy Bang said curve to the right hoeing a central angle of 02 degrees,14 minutes,00 seconds,a radiu'of. 5669.58 feet d Mad bectI and distance of South 89 degrees,10 minutes,32 seconds fast 2 09B feet distance of 220.99 feet to a,cut in concrete found for the end of said curve; South 88 degrees,03 minute.30 seconds fast,o distance of 60.03 feet to a 1/2-inch lam rod with"Pacheco Koch"cap found for cane; South 87 degrees,59 minutes,44 seconds fast,a distance o/19102 feet to the POINT OF B£OINN/Na Q CONTAINING 361,555 square feet or 8.300 acres of land,more or leas. �S 2 W C9WW I. g PRELIMI�ARY PLAT Q NOTES GREENWAY - 78 Nf. Bearing system for this survey Is based on a bea.g o/North 02 degrees,13 minute.56 seconds fast fora west Ike of that tract o/land described in Special Warranty Deed o WTth Vendors Lien to Arenway-Columbi.L.P.recorded In Volume 5891,Page 5358 of the Deed Records of Coil.County,Texas. 8.300 ACRES W 2. Sub't prgperty is shown an the Notional flood Insurance Program flood insurance Rote Nap/or Collin County;Terra;Nop Na 48085C0470 G Commanit,�Pand Na 480759 0: N o47 G e/fec iv Date:January art":TX.and revised by Letter or Mop Revision,dated Mach t 2DDD errs reflected hereon.Ail ar tine crab eat property fa ahawn to be damned LOCATED IN THE CITY OF WYLIE,TEXAS a in Zane'8°and Zane Af"an said o.op and Letter of Mop Revidan.Relevant zones ore deed on said mop as follows: AND BEING OUT OF THE 3 i Zone X"-Areas determin.to be outside 500-,ear Aooaplah. E.C. DAVIDSON SURVEY,ABSTRACT NO. 267 NZone Af"-Specialflood hazard areas inundated by 100-year flood;base flood elevations determined. COLLIN COUNTY,TEXAS a o 3. Ail lots comply with the mkktum standards established by the zoning district. SHEET2OF2 N 4, fie proposed use o/lond within this subdivision is Commercial. OWNER: o ctDv 5. fi ro fer to e adinatea shown hereon re tins Texas Coordinate System of 19B3,North Central Zone,based upon City of W,Iis Monument CM2"&"CNJ DATE RECORDED: GREENWAY-COLUMBIA,L.P. Pacheco Koch Consulting Engineers N 2808 DURMONT,SUITE 100 8350 N.CENTRAL EXPWY. SUITE 1000 DALLAS,TX.75206 972.235.3031 k N G 'Selling o portion o/this addition by metes and bounds!s a violation of Clty Ordinance and State Law and!s subject to fines and wRhdding of utilities and building permits." DALLAS,TEXAS �i VOLUME: PAGE: CONTACT:MARK HARDAWAY DRAWN BY CHECKED BY scALE DATE JOB NUMBER PHONE:(214)880-7009 CRG MLL 1"=40' NOV.2005 2659-05.222 DWG FILE:2659-05.222PP-1.DWG XREF FlLE:2659-05.222CV-BASED XREF FlLE:2859-05.2226T.DWG CITY OF WYLIE Item No. City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Planning Prepared By: Renae' 011ie Account Code No. #: Date Prepared: December 21, 2005 Budgeted Amount: Exhibits: 1 AGENDA SUBJECT: Consider and act upon approval of a Preliminary Plat for Wylie Independent School District, Wylie High School#2, generally located north of Brown Street and west of Bennett Road. RECOMMENDED ACTION: The Planning and Zoning Commission voted on December 20, 2005, 5 —0 to recommend approval. SUMMARY: The applicant is proposing a High School on one lot totaling 63.550 gross acres. The subject property was rezoned to Agriculture District(A/28) in April of 2005. The Plat dedicates a one hundred (100) feet right-of-way along the western portion of the property that will extend from Bennett Road and connect to Highway 78, and a thirty (30) foot right-of-way for that portion of Bennett Road that runs North and South. The Preliminary Plat complies with the Subdivision Regulations and all other pertinent code requirements of the City of Wylie. A Site Plan has been approved for the subject property. APPROVED BY: Initial Date Department Director: MM \ 12/20/05 City Manager: \ 1 Bell E.&Donna C.Lewis Bell E.&Donna C.Lewis Archie Lynn Eubanks&Margaret Bennett Eubanks N Trustees—Eubanks Living Trust Trustees—Eubanks Living Trust Trustees—Eubanks Living Trust Vol.4404,Pg.2490 Vol.4676,Pg.1819 CCF No.97-0003426 c c C Y ii j N • C N -O- I ' a caow Iron F,vl O 100 300 N u 1/Y Man Fnd Cm1rol Alen m �Canlral Yan. Q� p \,�-,,,,, 1939.14' \,/2-Man H S•t 8.43' GRAPHIC SCALE Archie Lynn Eubanks 1=100� &Margaret Bennett Eubanks M Vol.4021.Pg.0640 • • N r7 I p •a� -• [15.Water Easement x r"tiD.,••P' 87.19.413,254.82' ` ,____dilr -- i n \ r S8719'46'E 233.6,' �\ is , .! '\\� i i " \�JR35 .4\t• I%— ^ Z \>\g Sitea 55 56 n 32.2a' d n 1p ,''',4. \Na7.4.VE I t "�ri" g q a ma y^ 3s.ss' a, I e s 14. VICINITY MAP Q o P"�_s61oa146'E��/'a►6\V b^ irr S .5.ri R Y o v o _ �51,4 p$ 10 LOt 1a Block A W E _ i+ 8,.78.—F.3`J z I c " ._ ... i . .�on Mdf u 20 `27.78 s BIrSSA Aera![ireea 8 . centre Yen h C ,t 4. 211 Acres Net m N h Gpatl i ,„ < p qq e� CURVE DATA CHART Ibnhol Fnd 3 'sY' 4�'\\\\ • c x Inner Outer Yon $ ri 4 �.914 9' e56' RI o g A=45'00'00" A=45'00'00""e�Zi \\\ ,tin\ o Ii R=62.50' R=n.., \ �\\ pc T=25.89' T=32.10' :� \ g� e,\\ ,....kW'. ,�, \\gZt Y W z A=0996'00" A=09'16'00" v W c Y .2 R=92.50' R=107.50' • lV 58719'46'E \ �>A� JZtoF75'WaterEoaementJ1222S4740'74'w J\ ��. 70• �� f J $2 cvt T=7.50' T=8.71' n ,5' N w» L=14.96' L=17.39' gi iv. Bo.s6' \ I I f l • O �\\�_�L__�I L• I I � v J~ A=89'OB'14" A=69'OB'14" a i Zoa.\`35.5� 82.49 4088 jQW: 03 T=485.14' T=499.9YR�492.50' R507.50' N1 I I L=766.20. L=789.54. m = Easement S87'79'48,754.96' \ 1 I r► u „..53-0---_-_'---ig--\;\ 6,--\\., 8.513. V V \ .1 ii //:// m 2 ,o L,o' I S n. 1 1 ��d 24�� 58719'48"E(2.5.15.36W.ater . I/ ��nf • 647'40'74, 15.67' is • ,NjB•48'2g=E •s.s\St 1 r,So S47'aD'14'W 36.0`6. C„, // cap.a Man Fnd Cmoad Mnn FM J>,, u N 39.16' \ J ,56.50' C // PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY /central Yw. F-e-oM,ra Ym. r�$ J,' \ l7.Bo' 587.19'46'E 289.64. ' J i/ Brown-. _, -o ) W \\/1` J/C� S87'19'46'E 19D.96' // �Y_2T`M � �. 15///n4 S8719.46, 252.04•\=.7. ,�/,/ SHEET 1 OF 2 1/P"Man FnL IiOC1 I\'O ,/Vi%f�`.``\`S7• 26.73' / OffaiteDroinoge Easement-•• \aaMrtl Yen $ I 'Water Easement 20'NTMWDEasement /\•;\,§ p i'� /, f1 Se orate Instrument Irt,015'Droinoge Easement —Vol.3115,Pq.757 //, Droinoge PPRELIMINARY PLAT _ o°i / / Easement• �� aN (19.5'Off R.O.W.) / •Point of 15'Sani.Sewer Easement I `� n 37�y _ '1 E(12.Off R.O.W.) 35r :0: rt E - N72WYLIE HIGH 30'ROW.DediCOtion N62 ' s of ��i� 777_09-_---- -�0Qs3'nng 2D'NTMWD Easement L__ __ J ' - ,002— --__-:cti� •_ 173.78r--' ` -9 14,&40' `. +� � 77t6.QE- ----- -----_-tea.-�- �- - ----ff -----'--�--- �--•--•--'-- Crv��_�..��___�..__�---�..��--_�---�-•-- N88'11 1 W--- ---- - ---- ---------- -- '� I \ F.na.ra.t SCHOOL O• - N 2 •• t Bern tt Rood;# �N i;• Ewa° Il � .. � .. r .. •• /\\�p��06.65• Situated y. PM Nos •• •• •1/•Man ,/N_Man 1Y3rW yr 1ron 1�.wan Z7'�. '1 '3/9•wan 1/2•iron , 1"n �71 L{11Q�� In �e Mc Cmoad Iran Fnd Ind. FM \ ., 6 FM FRANCISCO DE LA PINA SURVEY 17 Meadow Heights Estates aa 7 B 9 70 11 12 13 74 75 76 Lake Ray Hubbard ABSTRACT No. 688 Cab.C.Pg.516 V . Offske Drainage Easement City Of Dallas COUNTY. TEXAS• By Separate Instrument W�'E. COLON COUN 1 1 1 EXAS g 5 Wylie Independent School District 951 Ballard Street Wylie Texas 75098 Lazy Acres Ranch Estates Telephone 972 429-3000 Lazy Acres Ranch Estates Vol.7,Pg.66 Vol.7.Pg.66 &DMZ RLK Engineering.Inc. 111 West Main Street Allen.Texas 75013 Telephone 972 359-1733 November 17.2005 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF COWN NOW.THEREFORE.KNOW ALL MEN BY THESE PRESENTS: NOW.THEREFORE.KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the Wylie Independent School District is the owner of a tract That,the Wylie Independent School District,acting by and through its That.the Wylie Independent School District.acting herein by and through 'Recommended for Approval'. of land situated in the Francisco De La Pina Survey,Abstract No.688, duly authorized agent,does hereby adopt this plot,designating its duly authorized officers,does hereby adopt this plat designated City of Wylie,Collin County.Texas.and being all of a tract of land cony— the herein above described property as Wylie High School No.2. hereon as Wylie High School No.2.an addition to the City of Wylie. veysd to the Wylie I.S.D.by deed recorded in Collin County Clerk's File an addition to the City of Wylie,Collin County,Texas. The easements Texas,and does hereby dedicate all such water lines,valves,water Chairman.Planning de Zoning Commission Date No.2005-0041831.and being more particularly described as follows: shown thereon are hereby reserved for the purposes indicated. system appurtenances.and all 15—foot wide water line easements to City of Wylie.Texas The utility and fire lane easements shall be open to the public,fire and the East Fork Special Utility District. BEGINNING at a pk not set for corner at the intersection of the center— police units.garbage and rubbish collection agencies.and all public Approved for Construction lines of Bennett Road(County Road 434)and County Road 382; and private utilities for each particular use. The maintenance of Executed this day of .2005. paving on the utility and fire lane easements is the responsibility of THENCE N02101'32'E,with the centerline of County Road 382 and with the property owner. No buildings,fences,trees,shrubs,or other Wylie Independent School District the east line of Cimarron Estates Phase II,an addition to the City of improvements or growths shall be constructed,reconstructed or placed Mayor.City of Wylie.Texas Date Wylie,Texas,as recorded in Cabinet 0.Page 362,Plat Records of Collin upon,over,or across the easements as shown. Said easements being County,Texas,a total distance of 1336.55 feet to a 1/2'iron rod set being hereby reserved for mutual use and accommodation of all public By for comer in the south line of a tract of land conveyed to Eubanks utilities using or desiring to use same. All and any public utility shall Accepted Living Trust by deed recorded in Volume 4404,Page 2490,Deed Records hove the right to remove and keep removed all or part of any buildings, of Collin County.Texas; fences.trees,shrubs or other improvements or growths which in any miry endanger or interfere with the construction.maintenance or STATE OF TEXAS THENCE S8719'46'E,with the south line of said Eubanks Living Trust efficiency of its respective system on the easements.and all public COUNTY OF COWN Mayor.City of Wylie.Texas Date tract,a distance of 2069.19 feet to a 1/2'iron rod set for corner; utilities shall at all times have full right of ingress and egress to or from and upon the said easements for the purpose of constructing. THENCE S011956'E,with the centerline of Bennett Road(County Road reconstructing.inspecting,patrolling,maintaining and adding to or BEFORE ME.the undersigned authority.a Notary Public in and for the appeared all or parts of its respective systems without the necessity State of Texas.on this day personally 434)a distance of 1306.30 feet to a 1/2 iron rod set for corner. at any time of procuring the permission of anyone. (Any public utility known to me to be the person whose name is subscribed to the foregoing shall have the right of ingress and egress to private property for the instrument.and acknowledged to me that the same was the act of said THENCE N88'11 31 W.with the centerline of Bennett Rood(County Rood purpose of reading meters and any maintenance or service required or Wylie Independent School District for the purpose and consideration 434)a distance of 2122.81 feet to the POINT OF BEGINNING and CONT— ordinarily performed by that utility. Wastewater easements shall also herein expressed.and in the capacity therein stated. AWING 63.550 acres of land. include additional area of working space for construction and moist— 'The undersigned.the City Secretory of the City of Wylie.Texas hereby GIVEN under my hand and seal of office this the day of 2 tenance of the systems. Additional area is also conveyed for install— certifies that the forgoing Final Plat of Wylie High School No. . ation and maintenance of manholes,cleanouts,and waste water services .2005. addition to the City of Wylie was submitted to the City Council on the BASS OF BEARINGS: from the main to the curb or improvement line and description of such day of 2005;and the Council,by formation, additional easements herein granted shall be determined by their then and there accepted the dedication of right—of—ways.streets. location as instilled. easements and alleys,as shown and set forth in and upon said Plat. The bearings shown are based on True North,per GPS Observation. and said Council further authorized the mayor to note the accept— West line is NO2'Ot 32 E. Public use areas are dedicated to the City of Wylie.Texas,for the Notary Public in and for ance thereof by signing his name as hereinabove subscribed.' public use forever.for the purposes indicated on this plot. the State of Texas Witness my hand this day of ,A.D..2005. This plot is approved subject to all platting ordinances rubs regulations and resolutions of the City of Wylie,Texas. 'Accepted by the East Fork Special Utility District' Witness my hand at ,this the day of City Secretary City of Wylie ,2005. President,East Fork Special Utility District Date Wylie Independent School District Selling a portion of this addition/plat by metes and bounds is a violation of city ordinance and state law.is is subject to withholding of utilities By The undersigned.the Secretary for the East Fork Special Utility District. and building permits. Collin County,Texas,does hereby certify that the water lines.water line appurtenances,and the water line easements are hereby accepted by the East Fork Special Utility Board of Directors on the STATE OF TEXAS day of ,2005. COUNTY OF COWN Witness my hand this the day of ,2005. BEFORE ME,the undersigned authority,a Notary Public in and for the State of Texas.on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument.and acknowledged to me that the same was the act of said Wylie Independent School District for the purpose and consideration Secretory herein expressed.and in the capacity therein stated. East Fork Special Utility District GIVEN under my hand and seal of office this the day of .2005. Notary Public in and for SURVEYOR'S CERTIFICATE PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY the State of Texas KNOW ALL MEN BY THESE PRESENTS: THAT I,Mackie L.Klingbeil, SHEET 2 OF 2 a Registered Professional Land Surveyor in the State of Texas,do hereby declare that I have prepared this plat from an accurate on—the—ground survey of the land.and the monuments shown thereon were found and PRELIMINARY PLAT or placed under my personal supervision and in accordance with the Platting Rules and Regulations of the City of Wylie.Texas. WYLIE HIGH R Lee Kli SCHOOL No. 2 Registration ration No..39 3957 STATE OF TEXAS Situated In The COUNTY OF COWN FRANCISCO DE LA PINA SURVEY BEFORE ME.the undersigned authority.a Notary Public in and for the ABSTRACT No. 688 State of Texas,on this day personally Modkie Lee Klingbeil,known to me to be the person whose name is subscribed to the foregoing instrument.and acknowledged to me that he executed the same for the purposes WYLIE. COWN COUNTY. TEXAS and considerations therein expressed and in the capacity therein stated. filmic GIVEN under my hand and seal of office.this the day of Wylie Independent School District .2005. 951 Ballard Street Wylie Texas 75098 Telephone 972 429-3000 Notary Public in and for the State of Texas RLK Engineering.Inc. 111 West Main Street Allen.Texas 75013 Telephone 972 359-1733 November 17.2005 CITY OF WYLIE Item No. City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Planning and Zoning Prepared By: Renae' 011ie Account Code No. #: Date Prepared: December 21, 2005 Budgeted Amount: Exhibits: 1 AGENDA SUBJECT: Consider and act upon approval of a Final Plat for Woodbridge Addition Phase 12. Subject property being generally located northeast of Woodbridge Phase 9 at the intersection of Lost Highlands Lane and Highland Meadows Drive. RECOMMENDED ACTION: The Planning and Zoning Commission voted on December 6, 2005, 4—0 to recommend approval. SUMMARY: The property totals 25.5276 acres and will create 142 residential lots. The subject property is part of the larger mixed use Woodbridge Planned Development (PD 98-15), which consists of Single-Family Residential of varying densities, Multifamily Residential, a Golf Course, Parks, Commercial, a School Site, and Common Open Spaces. The entire Planned Development is 921 acres in size, of which approximately 409 acres and 1,650 single-family lots of the PD are located within the Sachse city limits. The portion of the PD located within the Wylie city limits is approximately 512 acres in size and includes a golf course, a school site, common and public open spaces, and approximately 980 single-family residential lots (SF-5.5, SF-7.2 and SF- 8.4). The Phase 12 Addition currently under consideration creates lots of 5,500 square feet in compliance with the PD. This is the fourth residential phase which is entirely within the Wylie City limits, and is bordered by the landfill to the north. Lost Highlands Lane will serve as the primary point of access. A sixty (60) foot access and utility easement is provided by separate instrument for a portion of Lost Highlands Lane. A Preliminary Plat was approved by City Council on November 17, 2005. The Final Plat substantially conforms to the approved Conditions of the Planned Development District (1998- 15) and approved Concept Plan, and complies with the Subdivision Regulations and all other pertinent code requirements of the City of Wylie. APPROVED BY: Initial Date Department Director: MM \ 12/21/05 City Manager: \ 1 CURVE DELTA RACIDUIZ LTEANGLTEH CHORD BEARING CHORD 8750'0,E 110.00' S 87.50'00''E 110.54' 'S 87'50'0,E 110.00' C1 11°20.24"420,00' 83,13' S03137'52"E 82,99' i"i8 I 1 -2 .. -,, 1 C2 21°44'19"419,96'159.34' S20.10610,158,38' 8 8 25 C3 33104'35"420,00'242.46' 814.29'58, 239.11' C4 36 15°37'17"175,27' 47.79' S63122.21, 47,64' I''' S 8 • ; ' ' 2 l 7 1 g C5 14°29'35"175.00' 44.27' S78.26'30,1 44.15' (SEE SHEET 2) C6 6°21'02"175,00' 19.40' 588°51'49, 19,39' E ! s 87..00, n0.0, s 87.50.00'.E 110.43'C7 36°29'20"175,00' 111.45' S73.47'39,109,58' EC.,9 35971'5100''4563"" 5500.,0000'' 4394..9707'' NN8356.°0332'U044,,1 4374.,8085'' '1, cz5 --, HIGHLAND '--- . . -- '-8 S .' . 5 1 g , C10 44°26'16" 50.00' 38.78' N05.36'20, 37.81' \---,C1:5- (50—FOOT WIDE PUBLIC RIGHT—OF—WANY,1757,40„w , ,r,' VAM ESMTA I ' . )35 8.8.,:' 2 6 C11 141127'54" 50.00'123.45' N42.54'29, 94.40, ''''' ,3,11 ,,,,, 20 41' 5D.00' (SEE DETAIg gr, g E r.', • 7 0 g cci23 ro:rc:coco: 3 3.8:'sco ?1235325: NN14,444co:'wl 4172:308 2' 50.00' 50.00" 50 00,380.43 50 oo, 50.00' 60.02'\ 1 1 1 g C14 89102'20" 8.5o' 13.33' N47'06'10"E 12.01' '5/\IT•-•'—'—____--- ,,,— --,, ' --C, 20'B.L. . — :i (g'Y 7HE/S PLAT '' 1,),is ,o6g i s 87'50'0,E 11,32'. 'Y N15 23102'08" 50,00' 20,10' N2311'07, 19,97' i''''' ,..,:, __•., ____.____, . L‘ 2.,.._,,, ,,,_ S 87'50'00'.E 110.00. LI-1 C16 48°48'54" 50,00' 42.60' N12°44'24"E 41,32' `',,'1 • := ILP7'HEIS PLAT) 0 CG17,8 1','419155°45492:,:, 55°,91'°0°0 1344263I55:68:, NSNF:,°00426',25°00:,:,E5E 93,4852,I197981 A=.362920” 3 4 5;-5 ,,,,,'4 081,ii,' no., 27 I -,'. 1 , i g R=420.00' lo•PUE• I C20 89°52'20" 33.50' 52.55' N47.0610, 47.32' (er THIS 1AT), w ,i,'E,',,g, I • ,L. ()X ,r74 1 69 C21 11152'28"480.00' 99.48' N07.16'46, 99.30' L=267.48' '-_,4\\ 1 ,:, 2 :, 3 : 4 ,, 5 ' 6 , 7 8 ' ,(2 , .S 87'50'0,E 110.00' C22 3'22.51"480,00' 28E32' NOO°20'54"E 28,32' CH=N16.12'21”WH \. ., 2 io•PUE .,) C23 15°15'19"480,00'127.80' N05.35'20,1 127,43' `.8 !O' -', ",q " , C24 1814'27"125,00' 39.80' 8,82.55'06, 39,63' CL=262.98' \ g g g g E' '..`. , 1., , (BY THIS PLAT) C25 1814'27"150,00' 47.75' S82155'06, 47,55' v) C26 10°30'04"175,00' 32.07' S79.02'55,1 32,03' ! 3 3 5: 2 8 ,,,,,-1. :: 5 c,i2 HI BY THIS PLAT) C27 7144'23"175,00' 23.64' saal o'oa, 23,62' , 60.84' 50.00' "75.g.70'0'2"W 50.00' 0 -g „..1 6 8 6 C28 1814'27"175,00' 55,71' S82155'06,1 55,48' 50.00. 60.84. 50.00' 50.00' C29 15°15'45"480.00'127.86' N26.49'08,1 127.49' --`1," .), CC33°1 3366°229922°0::152'5.°0°0 9759..5631: SS7733:4477'3399:W 38I92' 5a"' N8A94°D, -R 5 6 -,9 I . E' 8 S 87'50'00-) 110.00' C32 36°29'20"450,00'286.58' 516°12'21"E 281,77' 'r'i B .8 <ICIT '''.8'-0 .E1E,' , 6 i 5 7 Li C33 36129'20"450,00'286.58' N16112'21,281,77' ,,, 8 -8, 1 [2' _ 3 2 0 -g,r,',4 2 9 i 13 C35 13°42'39"480,00'114.86' N26.02'35,1 114,59' -1 Il'F97 6 7 iTHis ..4 i 2 13 i i i, c§_ 2, , 9 I L., i Ld 87 50 DO E 110.00' 3,I, , O' 1', ,, ;9 -.F, • 1, 211 i 2,, 2,, S 87.50'00''E 110.0, E Ei `,' rE> `8 `,,' 5,IRSC Z '' '1;IfIS„AT'' E' I P 1 8 -, 2 0, —•—,)—•____Ln. . ,, 2c,B.L. , (L, _),„ ,) if, _j ,,, ,3 0 STATE PLANEE,2CF.MEi -30,0' 30,0'_\,_ i C-45\,,,x 8475.,57.4.-w N1180;.05077,40,,w ,ii 837;57'40"---:,41,0,1 x.374.JO: Ei, g\ L TYTHEIS ,5,, 6 6 50.00' 50.00' 50.00' 50.00' 60.02'''',/ N 87.5740"W‘.-,g) ,,,s.x 45. S 87.57.40, 420.02' F AI DI ER AuNI,DLI cD1R1IGVHET oF,yr0,28,7.57,40„_ 60.00' - (SEE DETAIL) `,-.'r AP MXES1457.-. \ S£37.50,0'.E 101.45' ) 50.00' (SEE DETAIL) ('sTiEW DEgTio C2 6 5 No _ IVAM ESM T. r SEE DETAIL) 11, ii l , 50.0Di ' 1i31, 11,ji 50.00" ,li :_ji ;--•.K,-- .-g )02_ _I.1 ._ES lig.31____..s.,,,_.____.___,._,D.,._o __. ._______,________. _ ----'-'5. / C.,(1 7/ , , g,§F.). LI ' ' ,--' i±' i' 70'„E •E' '''; ',,' ',,'' ',,, -2,----.27 - 7, .ti,'' i„,, .' , 1,, 6' -f., ..\, 0 D E PROPERTIES,LLC. ,1-h, --1 N 50 51 L), 52 ,., 53 , , ,, (,,,,,,, 12 , wT.DcB.g.IF.Cgz:, l_i ''''' 11,1 '9 'a " , 55 ,j, 56 .,L: 57 ' 58 ' 59 ' 6 0L.J 6 .' 6 2 ,-, .E`4 63 64 cc\j to g I 0 •.,:l N`8' 2 2 2 -.`3 t[1:6D.OD' 50.00. 50.00. 50.00' 50.00' 50.00' 50.00' z 50.00' z z 50.00' 50.00 r1,,LE297,11,E5.5COORDINA TE: 74.59'ri N 8757 40 W 4'50.00 / 115.40' . E 2292155.0443 WO I.DBRIDGE I ' HASE 9 / 1 )POINT OF , 0 " 1 BEGINNING )' i CAB B,SLIDE 372 1 I 1 I 43 IL49 48 47 46 45 44 WINDCRES, / 42 41 40 39 .38 3 7 36 II /1 .35 , / '8"IR".' // 1 i 1 O.- ------- HIGHLAND MEADOWS DRIVE ,,, ._34 (50-FOOT IQA/AIDBE QPUB,LLI,CDERI, - 72 ,, , \ , ..„,),),) ' i T ,.27. 4/ w---''f, 1 ,I R L6,IN, ------------N'---------------- ,-----,`,:e°.= -------------------------------------z d VICINITY MAP NOT TO SCALE FINAL PLAT N WOODBRIDGE PHASE 12 142 RESIDENTIAL LOTS W+E LEGEND -....---RIG,-OF-WAR ZONED:PLANNED DEVELOPMENT DISTRICT(PD 98-15) a IRF CURB LNE=IRON ROD FOUND BEING 25.5276 ACRES SITUATED IN THE ‘'N IRS=IRON ROD SET RIG,-OF-WAR RICHARD NEWMAN SURVEY,ABSTRACT NO.660 VAM=VISIBILITY,ACCESS,&MAINTENANCE EASEMENT TYP,=TYPICAL S 13 =BUILDING LINE L I SD+ ,,4 CURB LME CITY OF WYLIE ,, COLLIN COUNTY,TEXAS ESMT,=EASEMENT W&WME=WALL&WALL MAINTENANCE EASEMENT GRAPHIC SCALE PUE=PUBLIC UTILITY EASEMENT il APPLICANT\OWNER: S,S,E.=SANITARY SEWER EASEMENT L,R,C.C.T,=LAND RECORDS OF COLLIN COUNTY,TEXAS '9\16=12nttt7.,_. con Kimley-Horn ;1 ao M,R,C,C.T,=MAP RECORDS OF COLLN COUNTY TEXAS RICH,-OF-WAR-____4_ Dallas.Texas Sc7524R3 and Associates,Inc. =DENOTES LOT FRONTAGE Contact:Mr. ott amsey 12700 Park Central Drive,Suite 1800 Tel.No.972-770-1300 ON IN FEET) 0=BLOCK NUMBER Dallas,Texas 75251 Fax No.972-239-3820 ;, DATE:November 30,2005 jog No.g635641g6 SCALE:1"=40' ',,,,,,,„,,, 1 inch=40 ft. .=STREET NAME CHANGE 45'X 45'VAM DETAIL Recorded in Cabinet ,Page ,P.R.T.C.T. SHEET 1 of 3 '""-IAliFr?Ygrritr'iiEct's'Inc. "and"2te ra=i tshu rcittitnibneZtnedS,:it bolZgt ifSLi'elsan rCI bfu=g°rpdeir7intr NOT TO SCALE 199'..3V3N DAECRR E S 2.?2,°17EV;s7-RumENT WOrcDrIpGrE,i0P717PEFc2,-0111,S67L,LC. C317Y760 FA CWRYEL 1 IL'SAE PEAVA All'E)A/XNELETN T). ,I -,‘ P, _ -. L.R.C.C.T. VOL.1:7,5R36 N..444 \ , ,, (BySsEpARA, , .111 \ COLLN0SL F:21ME:pPGARTAZSHIP 1 50.00' 50.00' 50.00' 50.00' 50.00. 50.. 50.00' 50.00' 50.00' 50.00' 50.00S. 875740"E saoo• 1183.92' ‘ 50.00' 50.00' 55.00' 52.00' 52.00' 52.00' 52.00' 60.92' 1 111 1 , 2 g g . 1--.•;,YS11L PLAT) ,Q ,', ,5 ',= ' b 1 '7j I -:„(1 I 83 WirliqEispLA, ' 2 20 19 18 ,' 17 16 15 ' 14 ,' 13 ' 12 ' 11 ' ' 01, 9 .! 8 ' 7 ' 6 .' 5 .' 4 3 2 ' f•:', -8 '. 9 '',9 b 1 ,I u , S 87150.00.E 110.00' ILI Iri(g.YP;If I SP L A T E' F"' R:" ! f.': ! r," S g:•2, 2 , 21 -":" :9 -,`, • g ::','i, I / 82 IS 87150'00.E 110.00' EOI 17rj S 87157'40”E 1023.68' 52.00' 60.68'/ HIGHLAND RIDGE 45 X 45' 1 1 10'PUE --_ VAM ESM T. (BY THIS PLAT) t4„5,LXEs45; .. (50-FOOT WIDE PUBLIC RIGHT-OF-WAY) _ _ _N87157.40,1008 52. 1048.62'___ _ _________ (SEE DETAIL) -8 • 81 '8 5/8”IRSC (SEE DETAIL) 1,,''o- 50.050.87157'40.E 953.57' --- g I I I''Ii'I'I 45'X 45' N 8757'40"W' ' 50.00' 50.00 50.00' 50.00' 50.00' 50.00' 50.00' VAM ESMT. SEE DETAIL) k 87150'0,E 110.00' /0.00' l' cs 5,' 52.00' 52.00' 52.00' 53.00' 53.00' 55.00' 60.00' 111.55' I I • I I b IL-j'22 I ' ! „,=1 g 80 P 1 1 (BY THIS PLAT) - (BY THIS PLAT)- 1(2 2 3 4 5 6 7 . 8 9 10 11 . 12 13 ,,,,, S 87150'00''E 111.40' I I I I S 87150.00'.E 110.00' o, V),III'F., Z \ \\ b , ISN SI u.) b Icsi' . b csi 'CI </, b, Ci ,•,. , 'OI v) 1:si P ©V8i/ -I, ••:,.' , 8 , <, 1, "8 0 b "8 0 b `,3 R 0 b , `.8 2 b ,s, , `::N,' 1 6 -8 , i''' ,9 1,,, b , {:,' ''‘, 79 ,,, 2 ,,IC ', 2 ,2 g i I \\ 0 0 0 0 0 0 56.67' 50.00' 50.00' 50.00' 50..00' 50.00' "75.700tP.I E 50.00' 18 • :,,,., 1>T' S 87150'00"E 110.00' S 8gI7'2.0"E ".°E) 50.00' 50.00' 50.00' 50 0500;00. 50 05,02.00' 5.2.00' 54.4,52.00' 55.0511 CI°. 55.00' 60.00' I g Pj S 87W,DI.0"E 116.69' 60.00' S 87150'00.E 111.301 0 . 1 ED 78 8 \ \\'- •-". ,--' ci 7 F-' 7 ,'_-' •.'-'- I I -8 8 g(-, s 87150'00'.E 110.00' \\ -I.'1 53 52 51 50 49 48 47 46 45 44 43 1 9 I) 0•S) F,D 2 I 2 54 , ,01=L3=6°3209'5'...26"19"''' .vl8 1 • • :--NR' . ,IN b 42 1-•-, . , g R=48000 ..,, S 87150'00'1 '10E"P UE 11112"5' 1,I•. ±Z. CH=N161221W _ 41 4 '-, b I(S 87150'0,E7 7 110.00' ii0 CL=30055 20 3 ' b N 87157'4,W 490.05' --- _ HIGHLAND FAIRWAY 1 2• ,I 76 2 LI'g (50-FOOT WIDE PUBLIC RIGHT-OF-VVAY) ) 40 ; 8 G 87150.00.'E 110.0D. (IX:) 50.5No 87157'4,W 498.24' 45' VAM ESM r. o, g b 21 8 , 33.74' 50.50' 50.50' t 50.50' • 50.50' (SEE DETAIL) 8 I •-e, '' ▪ , i'g § i 75 -,- --, -- - - - - --,- - -1 :4 k 5 8750'0,E 110.90' -5'( S 8750'0,E 110.00' ''g 1S 87150'00.E 110.00' a ,.= F-S Fj• 9 • ,L!, IL, (BY THIS PLATT \,, \111A'•:,6,,,_\\ 1 ' ,• b OD' g''' .8. ,,1',1' I, , b,N \\(BY TH1 PLAT) :0: 2 :••'-' 3 ' 4 -L' ' 6 ' L., S. 87157'4,E 110.001 ,F,o'EI 22 74 g° 7 :9w • 1, 8 PUE-----n. I , S 87150I00, 110.78' IS 87150'00.E 110.00' 4 z z z z z z 6. 2 1 0 ,`,'.2) I . 10'PUE WOCIDB=g0=ES,LLC. .*_ C1V7t? z g I Lr,,,,,, r_,,, g (BY NIS PLAT) , C.C.C.F.NO.97-0032076 L.R.C.C.T. li \ 50.50' 50.50' 50.50' N8g,.70''W , I 50.5, 60.00' S 87'57'40-E 110.00. g Pr;I 38,L.,,,, F:b-,4';':- 23 I "''. b.2 \, .0 6'Isiloo59.5° i i ____ _ , or I 1 MIS ,50.-0T,E-7,106- g.::.67.11.1"19E-smT ,,,,i,,,,,, NARO.w 60.0, 15'DRAINAGE 15'DR7 I,'GE ESM T. - w ± 2 (BY THIS PLAT) • (BY THIS PLAT) 0 -1- 8 0 1 ' OI'• -,!I 1:I ,,-,II -8 I',I, Z HI I= 6 d 1 ---- c), I :ES I 't) S 87-57'40'.E 110.00', 24 ''' 1 .2! • Q \ \\\ 2 2 72 17•816." L.' 15 ,w 1 4 w 1 3 I 0 0.9 I , b •',' :9 :9 \\ EI I6 IN G 10'PUE S li O1 -c'ib ' s 87°50'00'.E 110 00' 1-- B.L. ____I ,' I§ ,i1 .6=36`2920" \,,,,,,,,,, \,----- C27 36.43' 58.00' lio.00. --i,7,'-n- -------. -•c2.8 s 87157'6480.E. 380.43' 6°°°. I up FINAL PLAT HIGHLAND PARK R=420.00 , „.4-1,1'' L=267.48 0 '',.3°' cz5 (50-FOOT WIDE PUBLI,C RIGHT-OF-WAY),87.57,, 40,,, ,;1 1 xEs4,,;,5;-1:_j t> zli WOODBRIDGE ,,,,, ,, _ _._ _ _ _ ___(SEE DETAIL) 1-,2 11 `•1 CH=N16°1221"W -1,1', \:: ,,,,,, .._ MAICHLINE PHASE 12 N CL=262.98' (SEE SHEET 1) 4=14-01.47. R=82.50' 142 RESIDENTIAL LOTS (i) -..----RIGHT-OF-WA, DISTRICT(PD 98-15) W+E LEGEND CURB LINE IRF=IRON ROD FOUND L 0,-7, ,CITEL=2:5.082.04.9'06, v:Ai:EBLAsoTTPER:A:NNTTTNHoE , I\ IRS=IRON ROD SET VAM=VISIBILITY,ACCESS,&MAINTENANCE EASEMENT ago_ S87150.00, 90.00. ______Z._, t.5gL DR.All4AGLESMT. .{..8=,,,P,,, TYP,=TYPICAL + , CURB LINE COLLIN COUNTY,TEXAS , 1 ' _i t L,CI°I2-I N87150.00, 90.00' -71 .660 .11 13,L,=BUILDING LINE S ESMT,=EASEMENT W&WME=WALL&WALL MAINTENANCE EASEMENT CURB LINE 45. I k''-)i.4 LOT 72 8 i 2 APPLICANT\OWNER: M2 PLANNEDN TASYCUORRFEVSW YEDYES I' ° PUE=PUBLIC UTILITY EASEMENT 4.1714.07 5 'WET/P/4ff RES WOODBRIDGE XII,LTD. = Kimley-Horn '.E., GRAPHIC SCALE S.S.E.=SANITARY SEWER EASEMENT RR=67.50. 9696 Skillman Street,Suite 210 :2 n Dallas,Texas 75243 ,, 1_,R,C,C,T,=LAND RECORDS OF COLLIN COUNTY,TEXAS L=20.30. = and Associates,Inc. cl 20 40 80 M,R,C,C.T,=MAP RECORDS OF COLLIN COUNTY TEXAS RIGH,-0E-WAY-_______._ CH=N79112.56, v',ID.:I.c.7.IT." Contact:Mr.Scott Ramsey Tel.No.972-770-1300 `,,,,,, = d C=DENOTES LOT FRONTAGE CL=20.2.3. 1D2.71184P-1=erg15.11ri"''it'18" Fax No.972-239-3820 .;.,- SCALE:1"=40. ,1, DATE:November 30,2005 Jog No.083,64,06 0=BLOCK NUMBER d! ,IN FEET) DRAINAGE EASEMENT DETAIL 1 inch=40 ft. .=STREET NAME CHANGE 45'X 45'VAM DETAIL SCALE:1"=40' Recorded in Cabinet ,Page ,P.R.T.C.T. SHEET 2 of 3 .,.., NOT TO SCALE Kin'''':IlfrPrigrh7rse2e5dt"'Inc. 'a'Snecl":tgate PL'arW°an:lf itstlidedcittinibne rsn:rt=t'hdh oti rnIgd 1 ifSuWiti ennnd bfu=g3rtnitaZ. R I C HBAER:DOGNN2EE5,ND,' OWNER'S CERTIFICATE OWNER'S DEDICATION STATE OF TEXAS COUNTY OF COLLIN NOW THEREFORE,KNOW ALL MEN BY THESE PRESENTS: THAT WOODBRIDGE XII,LTD.,acting herein by and through it's duly authorized officers,does hereby adopt this plat WHEREAS WOODBRIDGE XII,LTD.,is the owner of a tract of land situated in the Richard designating the hereinabove described,property as WOODBRIDGE PHASE 12,an addition to the City of VVylie,Texas,and Newman Survey,Abstract No.660,in the City of Wylie,Collin County,Texas,being part of the does hereby dedicate,in fee simple,to the public use forever,the streets and alleys shown thereon.The streets and alleys are 199.3963 acre tract of land described in deed to Woodbridge Properties,LLC,recorded in Collin dedicated for street purposes.The Easements and public use areas,as shown are dedicated,for the public use forever,for County Clerk's File No.97-0032076 Land Records of Collin County,Texas,and being more the purposes indicated on this plat.No buildings,fences,trees,shrubs or other improvements or growths shall be particularly described as follows: constructed or placed upon,over or across the Easements as shown,except that landscape improvements may be placed in Landscape Easements,if approved by the City of Wylie.In addition,Utility Easements may also be used for the mutual use BEGINNING at a 5/8-inch iron rod set with cap stamped"KHA"(herein after called 5/8-inch iron rod and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular se,in the west line of Lot 10,Block B of COLONIAL ACRES ESTATES,SECOND SECTION,an utilities,said use by public utilities being subordinate to the Public's and City of Wylie's use thereof.The City of Wylie and public addition to the City of VVylie,Collin County,Texas,according to the plat thereof recorded in Cabinet utility entities shall have the right to remove and keep removed all or parts of any buildings,fences,trees,shrubs or other J,Slide 638 of the Map Records of Collin County,Texas,for the most northerly northeast corner of improvements or growths which may in any way endanger or interfere v,,ith the construction,maintenance,or efficiency of their Lot 35,Block H of VVOODBRIDGE PHASE 9,an addition to the City of Wylie,Collin County,Texas, respective systems in said Easements.The City of Wylie and public utility entities shall at all times have the full right of according to the plat thereof recorded in Cabinet Q,Slide 372,of the Map Records of Collin County, ingress and Egress to or from their respective easements for the purpose of constructing,reconstructing,inspecting, Texas; patrolling,maintaining,reading meters,and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. THENCE leaving the west line of COLONIAL ACRES ESTATES,SECOND SECTION v,,ith the north line of said WOODBRIDGE,PHASE 9,North 87°57'40"West,a distance of 850.00 feet to a The area or areas shown on the plat as"VAM"(Visibility,Access and Maintenance)Easement(s)are hereby given and granted to 5/8-inch iron rod found the northwest corner of Lot 49,Block H of said WOODBRIDGE,PHASE 9; the City,its successors and assigns,as an easement to provide visibility,right of access for maintenance upon and across said VAM Easement.The City shall have the right but not the obligation to maintain any and all landscaping within the VAM Easement. THENCE across the remainder of the 199.3963 acre tract,the following courses and distances to Should the City exercise this maintenance right,then it shall be permitted to remove and dispose of any and all landscaping wit: improvements,including without limitation,any trees,shrubs,flowers,ground cover and fixtures.The City may withdraw maintenance of the VAM Easement at any time.The ultimate maintenance responsibility for the VAM Easement shall rest v,,ith --North 0,02'20"East,a distance of 160.00 feet to a 5/8-inch iron rod set for corner; the owners.No building,fence,shrub,tree or other improvements or growths,which in any way may endanger or interfere v,,ith --North 87,7'40"West,a distance of 60.00 feet to a 5/8-inch iron rod set for corner; the visibility,shall be constructed in,on,over or across the VAM Easement.The City shall also have the right but not the --North 0,02'20"East,a distance of 81.69 feet to a 5/8-inch iron rod set for corner and the obligation to add any landscape improvements to the VAM Easement,to erect any traffic control devices or signs on the VAM beginning of a curve to the left; Easement and to remove any obstruction thereon.The City,its successors,assigns,or agents shall have the right and privilege --Northerly,with the curve to the left,through a central angle of 36,9'20",having a radius of 420.00 at all times to enter upon the VAM Easement or any part thereof for the purposes and with all rights and privileges set forth feet,a chord bearing and distance of North 16°12'21"West,262.98 feet,an arc distance of 267.48 herein. feet to a 5/8-inch iron rod set for corner; --North 34,7'01"West,a distance of 143.90 feet to a 5/8-inch iron rod set for corner and the This plat approved subject to all platting ordinances,rules,regulations and resolutions of the City of Wylie,Texas. beginning of a curve to the right; --Northerly,with the curve to the right,through a central angle of 36'29'21",having a radius of VVITNESS,my hand,this the day of 2005. 480.00 feet,a chord bearing and distance of North 16,2'21"West,300.55 feet,an arc distance of 305.69 feet to a 5/8-inch iron rod set for corner; WOODBRIDGE XII,LTD.a Texas limited partnership --North 0,02'20"East,a distance of 27.42 feet to a 5/8-inch iron rod set for corner; By:HDC VVoodbridge XII,LLC,a Texas limited liability company --North 87,7'40"West,a distance of 10.00 feet to a 5/8-inch iron rod set for corner; Its:General Partner --North 0,02'20"East,a distance of 160.00 feet to a 5/8-inch iron rod set for corner in the south line of a called 39.76 acre tract of land described in deed to the City of VVylie,recorded in Volume 753,Page 444 of the Deed Records of Collin County,Texas; BY: Donald P.Herzog,Member THENCE v,,ith the south line of the said 39.76 acre tract,South 87.57'40"East,a distance of 1183.92 feet to a 5/8-inch iron rod set in the west line of Lot 1,Block D of COLONIAL ACRES STATE OF TEXAS ESTATES,an addition to the City of Wylie,Collin County,Texas,according to the plat thereof COUNTY OF DALLAS* recorded in Volume 6,Page 39 of the Deed Records of Collin County,Texas; Before me,the undersigned authority,a Notary Public in and for the State of Texas,on this day personally appeared Donald P. THENCE with the west line of said COLONIAL ACRES ESTATES,South 02.10'00"West,a Herzog,Member,known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me distance of 860.99 feet to a 3/8-inch iron rod found for the southwest corner of Lot 6,Block D of that he executed the same for the purpose and considerations therein expressed. COLONIAL ACRES ESTATES,same being the northwest corner of said Lot 10,Block B of COLONIAL ACRES ESTATES,SECOND SECTION; Given under my hand and seal of office,this day of ,2005. THENCE with the west line of Lot 10,Block B,South 02.02'27"West,a distance of 219.01 feet to the POINT OF BEGINNING and containing 25.5276 acres(1,111,984 square fee,of land more or less. NOTARY PUBLIC in and for the STATE OF TEXAS Bearing system based upon the plat of WOODBRIDGE GOLF CLUB,an addition to the City of Wylie,Collin County,Texas,according to the plat thereof recorded in Cabinet L,Slide 246 of the SURVEYORS CEF2TIFICATION Map Records of Collin County,Texas. KNOW ALL MEN BY THESE PRESENTS: I,John Vicain,R.P.L.S.,do hereby declare that this plat was prepared from an actual survey of the land and that the corner m numents shown thereon were properly placed under my personal supervision in accordance vvith the platting rules and regulations of the City of Wylie,Texas. JOHN VICAIN Registered Professional Land Surveyor#4097 KIMLEY-HORN AND ASSOCIATES,INC. 12700 Park Central Drive,Suite 1800,Dallas,Texas 75251 (972)770-1300 STATE OF TEXAS* COUNTY OF DALLAS* BEFORE ME,the undersigned authority,on this day personally appeared John Vicain,known to me to be the person whose name is subscribed to the foregoing instrument,and acknowledged to me that he executed the same for the purposes and consideration therein expressed,in the capacity therein stated and as the act and deed of said corporation. Given under my hand and seal of office on this the day of ,2005. NOTARY PUBLIC in and for the STATE OF TEXAS CERTIFICATE OF APPROVAL "Recommended for Approval" Chairman,Planning&Zoning Commission Date City of VVylie,Texas "Approved for Construction" Mayor,City of Wylie,Texas Date FINAL PLAT "Accepted" WOODBRIDGE PHASE 12 Mayor,City of Wylie,Texas Date 142 RESIDENTIAL LOTS ZONED:PLANNED DEVELOPMENT The undersigned,the City Secretary of the City of Wylie,Texas,hereby certifies that the foregoing final plat of DISTRICT(PD 98-15) WOODBRIDGE PHASE 12,an addition to the City of Wylie VVas submitted to the City Council on the day of BEING 25.5276 ACRES SITUATED IN THE 2005,and the Council,by formal action,then and there accepted the dedication of streets,alleys,parks, RICHARD NEWMAN SURVEY,ABSTRACT NO.660 easements,public places,and water and sewer lines as shown and set forth in and upon said plat and said Council further authorized the mayor to note the acceptance thereof by signing his name as hereinabove described. CITY OF WYLIE COLLIN COUNTY,TEXAS Witness my hand this day of ,A.D.,2005. Fr, ,A,P.P,I)-1DcBARN, r,in-Rr City Secretary 9696 Skillman Street,Suite 210 r mrl Kimley-Horn City of VVylie,Texas. Dallas,Texas 75243 ." and Associates Inc. 1D2ZP-raer'x'ac.'rgfrive' Tel.No.972-77D-1300 , Fax No.972-239-3820 DATE:November 30,2005 jo,No.0,3564106 SCALE:1..=my Recorded in Cabinet ,Page ,P.R.T.C.T. SHEET 3 of 3 CITY OF WYLIE Item No. 1 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Planning and Zoning Prepared By: Renae' 011ie Account Code No. #: Date Prepared: December 30, 2005 Budgeted Amount: Exhibits: 4 AGENDA SUBJECT: Consider and act upon Ordinance No. 2006-01 approving a change in zoning from Agriculture (A) to Planned Development (PD) District for mixed uses, including retail and residential of varied densities. ZC 2005-19 RECOMMENDED ACTION: The Planning and Zoning Commission voted on December 6, 2005, 4-0 to recommend approval. SUMMARY: Owner: Estate of Mary Allene Jones Applicant: Herzog Development Corporation The subject property is located south of FM 544 and west of Regency Business Park Addition. The property totals 186.56 acres and is divided into three (3) parcels by the rights-of-way and easements of major utility transmission uses. Tract 1 is 61.746 acres in size, Tract 2 is 68.995 acres, and Tract 3 is 55.820 acres in size. The property is traversed in an east-west direction by an undevelopable 150 feet wide right-of-way of a major electric power transmission line (approximately 9 acres). Notification/Responses: Twenty-eight (28) notifications mailed, with four (4) written responses returned for this request (1 opposed and 3 favoring). The request proposes to divide the property into three major use areas. Tract 1 along FM 544 for a depth of 1,000 feet being 61.746 acres is designated for Corridor Commercial uses. Tract 2 consisting of 68.995 acres will be developed as commercial uses in accordance with the development standards of either the Business Center (BC), Corridor Commercial (CC) District or Retirement Housing District (overall maximum density of 25 units per acre) as defined in the PD Conditions. Tract 3 (55.820 acres) will be developed in accordance with the standards of the Corridor Commercial District or the Business Center District. APPROVED BY: Initial Date Department Director: MM \ 12/30/05 City Manager: \ 1 AGENDA SUBJECT: Consider and act upon Ordinance No. 2006-01 approving a change in zoning from Agriculture (A)to Planned Development(PD) District for mixed uses, including retail and residential of varied densities. ZC 2005-19 SUMMARY: (Continued) The Comprehensive Plan recommends that Tracts 2 and 3 of the subject property be developed as Light Industrial in keeping with the development of the Regency Business Park Addition to the east. The Plan recommends that the northern portion (Tract 1) be developed as mixed retail uses within the Corridor Commercial District. The proposed scheme generally conforms to the recommendations of the Plan. Nonresidential/commercial development must comply fully with the standard requirements of the Corridor Commercial District of the Zoning Ordinance. The PD provides for the extension of McCreary Road as a 4-lane divided roadway south of FM 544, as envisioned by the Thoroughfare Plan. The proposed development will dedicate the full right-of-way for this thoroughfare as well as provide complete pavement through the Retirement Housing District portion and '/2 of the pavement thru nonresidential. Wylie is negotiating a land swap with the City of Sachse for a portion of this corridor. The request proposes Retirement Housing on the western portion of Tract 2, not to exceed twenty-five (25) net usable acres, and shall be deed restricted to 55 years of age and older (this restriction shall be made part of the deed restrictions at final platting). Maximum height is 4 stories with added setbacks incorporated into the Conditions to provide the Residential Adjacency buffer required by the Zoning Ordinance. The minimum floor area requirements or unit sizes shall be in compliance with state regulations for facilities eligible to receive Medicare/Medicaid funding. A Sports Complex is allowed on Tract 2 and includs Indoor/Outdoor athletic fields as well as overnight residential accommodations. It will generally conform to the standards of the CC and/or BC Districts with any variant conditions being defined later by the Building Official or the Zoning Board of Adjustments. PD Conditions require no on-site drainage be provided. The City Engineer states that this will be allowed only as approved by an official CLOMR. A Development Plan must be submitted for approval with each phase. 2 ORDINANCE NO. 2006-01 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF WYLIE, AS HERETOFORE AMENDED, SO AS TO CHANGE THE ZONING ON THE HEREINAFTER DESCRIBED PROPERTY, ZONING CASE NUMBER 2005-19, TO PLANNED DEVELOPMENT (PD) DISTRICT ALLOWING FOR MIXED USES INCLUDING RETAIL AND RESIDENTIAL OF VARIED DENSITIES; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A PENALTY CLAUSE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Planning and Zoning Commission and the governing body of the City of Wylie, Texas, in compliance with the laws of the State of Texas with reference to the amendment of the Comprehensive Zoning Ordinance, have given the requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally and to owners of the affected property, the governing body of the City is of the opinion and finds that the Comprehensive Zoning Ordinance and Map should be amended; NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1. That the Comprehensive Zoning Ordinance of the City of Wylie, Texas, be, and the same is hereby, amended by amending the Zoning Map of the City of Wylie, to give the hereinafter described property a new zoning classification of Planned Development (PD) District for Non- Residential and Residential, creating Retirement Housing District uses in accordance with development requirements described in the Conditions described in Attachments "B" and "C", attached hereto and made a part hereof, said property being described in Exhibit"A". SECTION 2. That all ordinances of the City in conflict with the provisions of this ordinance be, and the same are hereby, repealed and all other ordinances of the City not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 3. That the above described property shall be used only in the manner and for the purposes provided for in the Comprehensive Zoning Ordinance of the City, as amended herein by the granting of this zoning classification. Ordinance No.2006-01 Zoning Case 2005-19 SECTION 4. Any person, firm or corporation violating any of the provisions of this ordinance or the Comprehensive Zoning Ordinance, as amended hereby, commits an unlawful act and shall be subject to the general penalty provisions of Section 1.5 of the Zoning Ordinance, as the same now exists or is hereafter amended. SECTION 5. Should any paragraph, sentence, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole or any part or provision thereof, other than the part so declared to be invalid, illegal or unconstitutional, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 6. This ordinance shall be in full force and effect from and after its adoption by the City Council and publication of its caption as the law and the City Charter provide in such cases. SECTION 7. The repeal of any ordinance, or parts thereof, by the enactment of this Ordinance, shall not be construed as abandoning any action now pending under or by virtue of such ordinance; nor shall it have the effect of discontinuing, abating, modifying or altering any penalty accruing or to accrue, nor as effecting any rights of the municipality under any section or provisions of any ordinances at the time of passage of this ordinance. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, this 10th day of January, 2006. John Mondy, Mayor ATTEST: Carole Ehrlich, City Secretary Ordinance No.2006-01 Zoning Case 2005-19 Exhibit "A" Legal Description ZC #2005- Parcel 1 Being situated in the William Sachse Survey, Abstract No. 835, Collin County, Texas and being part of a 111.848 acre parcel of land called Tract I, conveyed to Iona H. Ingram and being part of a 87.282 acre parcel of land called Tract II, conveyed to Mary Allene Jones, from the partition of the Estate of Mollie Sachse, described in Partition Deed recorded in Volume 826, at Page 579 of the Deed Records of Collin County, Texas (DRCCT) , and also being a part of a 111.848 acre tract conveyed to Mary Allene Jones by Executrix's Deed recorded in Volume 05102 at Page 04465 (County Clerk File No. 2002-0020781) of the DRCCT, and being more particularly described as follows; BEGINNING at a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner in the west line of said William Sachse Survey and the most westerly line of said Tract II and also being in the south right-of-way line of F.M. Road No. 544 (120' R.O.W. ) ; THENCE North 89 deg. 44 min. 08 sec. East with said south right-of-way line of F.M. Road No. 544 (120 ' R.O.W.) and with the south line of a 0.5572 acre tract of land conveyed to the State of Texas by Mary Allene Jones in deed recorded in Volume 4457 at Page 2146 of the DRCCT, passing the common line of said Tracts I & II at 1215.89 feet and continuing with the South line of a 0.6743 acre tract of land conveyed to the State of Texas by Iona H. Ingram, in all a total distance of 1987.83 feet to a concrete TXDOT monument found for corner, the top of said monument being destroyed; THENCE North 89 deg. 57 min. 14 sec. East with said 0.6743 acre State of Texas tract 696.26 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner in the east line of said Tract I; THENCE South 00 deg. 35 min. 49 sec. East with said east line of said Tract I a distance of 1000.00 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" set for corner; THENCE South 89 deg. 47 min. 30 sec. West a distance of 2690.00 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" set for corner in said westerly line of said Tract II; THENCE North 00 deg. 15 min. 30 sec. West with said westerly line of said Tract II and said west line of William Sachse Survey, generally along old fence line, at 20.38 feet passing the northeast corner of a 5.955 acre tract of land conveyed to Harry M. Breen and Joyce E. Breen in deed recorded in Volume 1692 at Page 0804 of the DRCCT and continuing for a total distance of 1000.00 feet to the PLACE OF BEGINNING and containing 2,689,651 square feet or 61.746 acres of land, more or less. Parcel 2 ZC #2005- Being situated in the William Sachse Survey, Abstract No. 835, Collin County, Texas and being part of a 111.848 acre parcel of land called Tract I, conveyed to Iona H. Ingram and being part of a 87.282 acre parcel of land called Tract II, conveyed to Mary Allene Jones, from the partition of the Estate of Mollie Sachse, described in Partition Deed recorded in Volume 826, at Page 579 of the Deed Records of Collin County, Texas (DRCCT) , and also being a part of a 111.848 acre tract conveyed to Mary Allene Jones by Executrix's Deed recorded in Volume 05102 at Page 04465 (County Clerk File No. 2002-0020781) of the DRCCT, and being more particularly described as follows; COMMENCING at a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner in the west line of said William Sachse Survey and the most westerly line of said Tract II and also being in the south right-of-way line of F.M. Road No. 544 (120' R.O.W. ) ; thence North 89 deg. 44 min. 08 sec. East with said south right-of-way line of F.M. Road No. 544 (120' R.O.W. ) and with the south line of a 0.5572 acre tract of land conveyed to the State of Texas by Mary Allene Jones in deed recorded in Volume 4457 at Page 2146 of the DRCCT, passing the common line of said Tracts I & II at 1215.89 feet and continuing with the South line of a 0.6743 acre conveyed to the State of Texas by Iona H. Ingram, in all a total distance of 1987.83 feet to a concrete TXDOT monument found for corner, the top of said monument being destroyed; thence North 89 deg. 57 min. 14 sec. East with said 0.6743 acre State of Texas tract 696.26 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner in the east line of said Tract I; thence South 00 deg. 35 min. 49 sec. East with said east line of said Tract I a distance of 1000.00 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found set corner and PLACE OF BEGINNING; THENCE South 00 deg. 35 min. 49 sec. East with said east line of said Tract I a distance of 1146.47 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner in the north line of a called 9.32 acre tract of land conveyed to Texas Power & Light Company, Inc. by Molly H. Sachse et al in Warranty Deed recorded in Volume 574 at Page 411 and amended in Volume 2325 at Page 730 of the DRCCT, from which a 5/8" iron rod found bears South 89 deg. 53 min. 15 sec. East a distance of 9.68 feet for the northeast corner of said 9.32 acre tract; THENCE North 89 deg. 53 min. 15 sec. West with the northerly line of said 9.32 acre tract passing said common line of said Tracts I & II at 1468.34 feet and continuing for a total distance of 2601.01 feet to a 1/2" iron rod found for the northwest corner of said 9.32 acre tract and being in a west line of said Tract II; THENCE North 00 deg. 36 min. 59 sec. West with the west line of said Tract II a distance of 658.47 feet to a 4" steel fence post found for corner, said fence post also being the northeast corner of a 1.4112 acre tract of land conveyed to the City of Sachse, Texas, a municipal corporation, by deed recorded in Volume 2344 at Page 375 of the DRCCT; THENCE North 85 deg. 39 min. 12 sec. West with the north line of said City of Sachse tract and along fence line passing a 4" steel fence post at 90.54 feet and continuing for a total distance of 92.00 feet to point for corner in said west line of said William Sachse Survey, said point also being in the east line of a 4.983 acre tract of land conveyed to Harold W. Criswell by Warranty Deed with Vendor's Lien recorded in Volume 4005 at Page 2258 of the DRCCT; ............w.....-..,...:......r..-..war:,.-.. .p...�¢wwav¢aw __....__--__ y.Yp. _......_.._. ,�,..h.-.w.-.....-... .. - .K �......� .. .]ri N'l. .' ..�..�........�....:.......0.-.n ........p,..�:.axm-wi..... .. ...._-..-..ti.. .. .... .. ... ... ....... ... ... -... ..... ..- -._ THENCE North 00 deg. 15 min. 30 sec. West with said westerly line of said Tract II and said west line of said William Sachse Survey, generally along old fence line, at 194.64 feet passing a 3/8" iron rod found for the southeast corner of a 5.955 acre tract of land conveyed to Harry M. Breen and Joyce E. Breen in deed recorded in Volume 1692 at Page 0804 of the DRCCT and continuing for a total distance of 466.13 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" set for corner; THENCE North 89 deg. 47 min. 30 sec. East a distance of 2690.00 feet to the PLACE OF BEGINNING and containing 3, 005,416 square feet or 68.995 acres of land, more or less. Parcel 3 ZC #2005- Being situated in the William Sachse Survey, Abstract No. 835, Collin County, Texas and being part of a 111.848 acre parcel of land called Tract I, conveyed to Iona H. Ingram and being part of a 87.282 acre parcel of land called Tract II, conveyed to Mary Allene Jones, from the partition of the Estate of Mollie Sachse, described in Partition Deed recorded in Volume 826, at Page 579 of the Deed Records of Collin County, Texas (DRCCT) , and also being a part of a 111.848 acre tract conveyed to Mary Allene Jones by Executrix's Deed recorded in Volume 05102 at Page 04465 (County Clerk File No. 2002-0020781) of the DRCCT, and being more particularly described as follows; COMMENCING at a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner in the west line of said William Sachse Survey and the most westerly line of said Tract II and also being in the south right-of-way line of F.M. Road No. 544 (120' R.O.W. ) ; thence North 89 deg. 44 min. 08 sec. East with said south right-of-way line of F.M. Road No. 544 (120 ' R.O.W. ) and with the south line of a 0.5572 acre tract of land conveyed to the State of Texas by Mary Allene Jones in deed recorded in Volume 4457 at Page 2146 of the DRCCT, passing the common line of said Tracts I & II at 1215.89 feet and continuing with the South line of a 0.6743 acre conveyed to the State of Texas by Iona H. Ingram, in all a total distance of 1987.83 feet to a concrete TXDOT monument found for corner, the top of said monument being destroyed; thence North 89 deg. 57 min. 14 sec. East with said 0.6743 acre State of Texas tract 696.26 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner in the east line of said Tract I; thence South 00 deg. 35 min. 49 sec. East with said east line of said Tract I a distance of 2146.47 feet to the north line of a called 9.32 acre tract of land conveyed to Texas Power & Light Company, Inc. by Molly H. Sachse et al in Warranty Deed recorded in Volume 574 at Page 411 and amended in Volume 2325 at Page 730 of the DRCCT and continuing for a total distance of 2296.64 feet to a 5/8" iron rod with yellow plastic cap stamped "RPLS 5405" found for corner and the PLACE OF BEGINNING; THENCE South 00 deg. 35 min. 49 sec. East with the east line of said Tract I a distance of 944.16 feet to a 4" steel fence post found for corner from which a 1/2" iron rod found bears North 29 deg. 13 min. 02 sec. East a distance of 0.72 feet, said fence post being the southeast corner of said Tract I and the northeast corner of a 99.694 acre tract of land conveyed to North Texas Municipal Water District by deed recorded in Volume 2281 at Page 358 of the DRCCT and also being in the westerly line of a 51.531 acre tract of land conveyed to B.C. Wood and Nettie Wood by deed recorded in Volume 1120 at Page 856 of the DRCCT; THENCE South 88 deg. 21 min. 00 sec. West with the southerly line of said Tract I and with the northerly line of said North Texas Municipal Water District tract and generally along fence line, passing the southwest corner of said Tract I at 1468.48 feet and continuing with the southerly line of said Tract II for a total distance of 2195.99 feet to a 4" steel fence post found for corner; THENCE North 42 deg. 32 min. 01 sec. West with a southwesterly line of said Tract II and with an easterly line of a 5.5445 acre tract of land conveyed to the City of Sachse, Texas, a municipal corporation, by deed recorded in Volume 2344 at Page 375 of the DRCCT and generally along fence line 499.61 feet to a 4" steel fence post found for corner; .. .... _ .. _..-n..-.... .......v,.�.,. „..Bi(",yye.m.a u ..-. «..w•....._......... ._........,a.w P .r, .... Ivi Y ✓'.d.. ..„_. ... ... .. THENCE North 01 deg. 40 min. 30 sec. West with a westerly line of said Tract II and with an easterly line of said City of Sachse tract and generally along fence line 582.46 feet to 4" steel fence post found for corner; THENCE South 85 deg. 25 min. 50 sec. West with a northerly line of said Tract II and with a northerly line of said City of Sachse tract and generally along fence line 60.41 feet to a 4" steel fence post found for corner; THENCE North 00 deg. 36 min. 59 sec. West with a westerly line of said Tract II and with an easterly line of said City of Sachse tract and generally along fence line 67.03 feet to a 1/2" iron rod found for corner, said iron rod being the southwest corner of said 9.32 acre tract; THENCE South 89 deg. 53 min. 05 sec. East with the southerly line of said 9.32 acre tract 2600.96 feet to the PLACE OF BEGINNING and containing 2,431, 529 square feet or 55.820 acres of land, more or less. EXHIBIT "B" PLANNED DEVELOPMENT DISTRICT DEVELOPMENT STANDARDS (ZONING CASE 2005-19) 1.0 PLANNED DEVELOPMENT DISTRICT 1.1 Purpose: The purpose of this Planned Development District is intended to provide for the mixing and combining of uses allowed in existing districts and uses in which there is a nonexis- tent district in the City of Wylie with appropriate land use regulations and development standards. Each permitted use is planned, developed or operated as an integral land use unit while providing flexibility in the use and design of land and buildings where modifi- cation of specific provisions of this ordinance is not contrary to its intent and purpose or significantly inconsistent with the planning on which it is based and will not be harmful to the neighborhood. The flexibility provided in the detailed provisions outlined in this Planned Development District allow for additional expansion of the creative and innova- tive concepts defined in the Nonresidential District Regulations, as herein amended of the existing zoning ordinance to be compatible with the creation of a Retirement Housing District. The combination of the allowable uses within the existing districts and the addi- tional allowable uses established herein provides for the enhancement and implementa- tion of the City's vision of the Comprehensive Plan for the development of a large parcel of land. The use of existing creative development goals and objectives contained within the Nonresidential District, combined with the additional flexibility provided by the use of selective enhancements allowed by the use of a Planned Development District, com- bined with the addition of a Retirement Housing District, provide for a unique and crea- tive master planned development which is of general benefit to the City as a whole. 1.2 Zoning Classifications: Tract 1 shall be developed in accordance with the standards defined in Corridor Commer- cial District(CC). Tract 2 may be developed in accordance with the standards defined in Retirement Hous- ing District (RH), Corridor Commercial District(CC) or Business Center(BC). Tract 3 may be developed in accordance with Corridor Commercial District (CC) or Busi- ness Center(BC). 2.0 PLANNED DEVELOPMENT-RETIREMENT HOUSING DISTRICT (RH) 2.1 General Description: The residential development within this Planned Development District, located within the master planned development are intended to accommodate a variety of retirement housing land uses and densities. They are designed to provide a component for retirement hous- ing adjacent to and in support of neighboring commercial development which provides the needed civic,business and commercial requirements of not only the surrounding im- mediate neighborhood but a larger quadrant of the overall Wylie community. The retire- ment housing units may encompass independent living facilities, assisted living facilities or continuous care facilities. The development standards for this district identified herein are necessary to achieve the previously stated purpose and are further outlined within these development standards. 2.2 Permitted Uses: Land uses permitted within the Retirement Housing District (RH) are as follows: (A) Retirement housing. (B) Real estate sales offices and model homes during the development and marketing of the residential areas. (C) Temporary buildings, advertising signs,parking lots, temporary concrete batch plant and other uses incidental to construction work and sales promotions on the premises, which shall be removed upon completion. 2.3 Density: The overall maximum allowed density for residential units for retirement housing devel- oped within the Retirement Housing District(RH) classification is 25 units per acre. 2.4 Minimum Age Requirement: To qualify as a retirement housing facility, the units shall (i) have a head of household of 55 years of age or older of which the surviving member(s) of a household, regardless of age, may occupy a unit provided that the household head meeting the age requirement has died or(ii)restricted to age 62 or older in accordance with the Fair Housing Act. Management personnel and his/her family may occupy units without complying with the minimum age requirement. The total of such dwelling units shall not exceed two per 100 dwelling units, or portion thereof, in the project. 2.5 Retirement Housing Development and Design Requirements: The Retirement Housing Development and Design Requirements, hereinafter defined, re- place Section 3.4 Residential Design Standards of the Zoning Ordinance of the City of Wylie. 2 There are no points associated with the development and design requirements within the Retirement Housing District(RH). Development within this district shall conform to the following development and design requirements: The maximum building height shall be 4 stories. The minimum setback from a property line of land designated to be developed as retirement housing is 20 feet for each story of building height. The minimum floor area requirements or unit sizes shall be in compliance with state regulations for facilities eligible to receive Medicare/Medicaid fund- ing. The units may be constructed as one building or multiple buildings of attached units or any combination thereof. Materials for buildings within the development shall be one hundred percent (100%)masonry including,but not limited to, brick, stone, cast stone, decora- tive concrete, stucco, EIFS, cementitious siding or concrete masonry units. 2.6 Parkint Requirements: Parking for independent living shall be provided at a minimum ratio of 1.1 parking spaces per dwelling unit. Handicapped parking shall be provided at the rate of 1 parking space per 25 dwelling units or portion thereof unless required otherwise by the Texas Depart- ment of Licensing and Regulation. Parking for assisted living or continuous care facilities shall be provided at a minimum ratio of 1 parking space for every 2 beds. 2.7 Accessory Uses: In an effort to enhance the quality of life in a retirement facility, the following accessory uses are allowed: Snack Bar Barber and Beauty Shop Private Community Center Private Retail or Convenience Shop Private Pharmacy Private Game Court Arts and Crafts Studio Office Private Club Private Community Pool and Jacuzzi 3 Common Dining Facilities Commercial Kitchen Facilities Chapel Greenhouse Private Theater On-Site Real Estate RentallSales Office Private Medical Facility to include a medical facility, healthcare facility, and an inha- lation facility and other medical uses. 4 3.0 PLANNED DEVELOPMENT—BUSINESS DISTRICTS 3.1 General Description: The business center/commercial development within this Planned Development District located within the master planned development are intended to provide a focus for busi- ness center, commercial, entertainment and service-related uses for not only the surround- ing immediate neighborhood but a larger quadrant of the overall Wylie community. Residential neighborhoods in the immediate area as well as other existing and future neighborhoods within the City of Wylie and neighboring communities provide a customer base for businesses located within the master planned development. The nonresidential units will encompass components contained in the Business Districts of the Zoning Ordi- nance of the City of Wylie. Revisions to the development standards for the districts iden- tified herein are necessary within each respective district to achieve the previously stated purpose and are further outlined within these development standards. 3.2 Retirement Housing District (RH): The western portion of Tract 2, not to exceed twenty five (25)net usable acres, may be developed in accordance with the development standards hereinafter defined for Retire- ment Housing District (RH). 3.3 Permitted Uses: Land uses permitted within the commercial area indicated as Tract 1 as shown on Exhibit "C"are the allowed uses in Article 5 Use Regulations, Section 5.1 Land Use Charts, Fig- ure 5-3 Land Use Tables,Non-Residential Districts, Commercial, CC and Section 5.2 Listed Uses, as defined in the Zoning Ordinance of the City of Wylie. Land uses permit- ted within the commercial/business area indicated as Tracts 2 and 3 as shown on Exhibit "C" are the allowed uses in Article 5 Use Regulations, Section 5.1 Land Use Charts, Fig- ure 5-3 Land Use Tables, Non-Residential Districts, Commercial, BC and CC, and Sec- tion 5.2 Listed Uses, as defined in the Zoning Ordinance of the City of Wylie and are re- vised to include the following revisions: a. Sports complex including indoor/outside sports facilities including overnite accommodations for participants using the facilities of the sports complex and their families are allowed uses in Tracts 2 and 3. b. Allowable uses within a sports complex are as follows: Overnite accommodations. Indoor athletic facilities Outdoor athletic facilities including lighted fields. Sporting goods store. 5 Restaurant/snack bar facilities with vending machines w/o drive-in ser- vice. Office use. c. The following guidelines are to assist the building official in defining the al- lowable uses. The facilities for overnite accommodations, sporting goods store, and restaurant/snack bar are not permitted to advertise their services with detached premise signs, off-premise signs, handbills sent to the general public, notices in a newspaper, or advertisements on radio or television, ex- cept as a part of an advertisement for the entire facility. The sporting goods store is only permitted to sell athletic equipment to persons using the facilities of the sports complex. A decision of the building official concerning these guidelines is appealable to the Board of Adjustment. d. Churches except in Tract 1. 3.4 Outdoor Sales and Display Outdoor sales and display shall be permitted. Outdoor sales and display area shall not be located on required parking spaces and shall not be a greater area than 10% of the gross building area of the associated use. 3.5 Outdoor Storage: Outdoor storage is allowed. Outdoor storage shall be screened with a material to match the building. 3.6 Commercial Corridor District(CC): Tract 1, Tract 2, Tract 3, or any portions thereof, may be developed in accordance with the development standards as defined in Article 4 -Nonresidential District Regulations, Section 4.2 Business Districts, Commercial Corridor District (CC), Figure 4-4 - Com- mercial Corridor District(CC) in the Zoning Ordinance of the City of Wylie. 3.7 Business Center (BC): Tract 2, Tract 3 or any portion thereof may be developed in accordance with the devel- opment standards as defined in Article 4 -Nonresidential District Regulations, Section 4.2 Business Districts, A. Business Center(BC) and B. Commercial Corridor District (CC), in the Zoning Ordinance of the City of Wylie. 3.8 Non-Residential Development and Design Requirements: The Non-Residential Development and Design Requirements,hereinafter defined, replace Section 4.4 Nonresidential Design Standards of the Zoning Ordinance of the City of Wylie. 6 .... .. .......... .... - ........ ....,..mun' .o...,.._.,..ra.. bm- v-re:v._..ir,i1,1 s.1,> ..�,.�...�y.•...P4•H7 f•- .vay.,,K.«... ....... .....,.t i.x. a. There are no points associated with the development and design requirements within the Business Districts. Development within these districts shall conform to the following de- velopment and design requirements: Site Design Requirements. Access drives functioning as one-way aisles shall have a minimum width of 20 feet and a minimum turning radius of 25 feet. Access drives functioning as two-way aisles shall have a minimum width of 24 feet and a minimum turning radius of 25 feet. Landscaped treatment at all entrances. Service and loading areas shall not be visible from FM 544 and the Secondary Collector adjacent to the West property line or shall contain masonry screen- ing. The rear yard building setback for Commercial Corridor(CC) on Tract 1 shall be twenty-five(25) feet. Adequate parking spaces shall be provided to meet the developer and user an- ticipated requirements of the customers, guests and employees of each busi- ness structure. In general,parking shall be provided and designed according to the following minimum standards: A parking space shall be nine (9) feet wide and eighteen(18) feet deep for 90 degree parking. A parking space for angled parking shall be nine(9) feet wide and eight- een(18) feet deep for 60 degree parking. A minimum of one (1)parking per 250 square feet of gross floor area of retail for the overall development. A minimum of one parking space per 300 square feet of gross floor area of office/bank. A minimum of one (1)parking space of 150 square feet of gross floor area of restaurant. Other uses to provide data supporting their ratio to be approved by the City building official. A decision by the building official concerning these parking design requirements is appealable to the Board of Adjustment. Landscaping Requirements. Landscape islands shall be placed along parking runs not to exceed a maxi- mum of twenty(20) spaces in a single row of spaces. In a double row of spaces, landscape islands shall be placed a maximum of every forty(40)park- ing spaces. 7 Parking rows 12 spaces or longer shall have landscaped islands at each end. Landscaping in required yards for buildings less than 40,000 square feet shall be 15%of the site. Landscaping in required yards for buildings over 40,000 square feet shall be 10% of the site. Architectural Requirements. Materials for buildings within the development shall be one hundred percent (100%)masonry including,but not limited to,brick, stone, cast stone, decora- tive concrete, stucco, EIFS or concrete masonry units. An architectural design theme will be established for commercial development in Tract 1 Franchise buildings will be allowed in Tract 1 with the incorporation of ele- ments of the architectural design theme. Building entrances are encouraged to be emphasized with architectural ele- ments. 3.9 Screening Wall Requirements: Screening wall requirements between Tract 1 and Tract 2 shall be as follows: There shall be a six (6) foot masonry screening wall constructed by the developer/builder of the commercial property for Tract 1 adjacent to any portion of Tract 2 which is devel- oped as Retirement Housing District(RH). The screening wall shall be constructed of stone, stucco,brick, concrete or similar materials or any combination thereof. Decorative metal fencing may be used as an accent feature to a screening wall from the front or side building line to the front or side property line or street right-of-way. Decorative metal gates may be used in a screening wall for access to utility transformers and control panels. Design of any landscaped buffer area or screening wall shall be submitted at the time of development plan approval. There shall be a ten(10) foot wide landscape buffer constructed by the developer/builder of the commercial property in Tract 1 adjacent to any portion of Tract 2 that is developed as Business Center(BC). 3.10 Signage: Signage shall conform to the City of Wylie's Sign Ordinance, except as specified below and shown on the Concept Plan: One (1) Wylie Gateway sign, shown as a proposed city sign on the Conceptual Site Plan attached hereto, shall be allowed at the corner of F.M. 544 and the extension of McCreary Road. 8 Two (2) architectural feature development signs for use by primary and multiple users of commercial space, shown as proposed development signs on the Conceptual Site Plan attached hereto, shall be allowed. The development shall allow three (3) tenant signs, shown as proposed tenant signs on the Conceptual Site Plan attached hereto, along the adjacent thoroughfare frontage (F.M. 544). One (1)monument sign shall be allowed for each free-standing user located along F.M. 544. One(1)monument sign per drive along the right-of-way of the Secondary Collector adjacent to the West property line and the Collector adjacent to the East property line shall be allowed. One(1)monument sign shall be allowed on FM 544 at the intersection with the Sec- ondary Collector located adjacent to the West property line for each retirement home de- velopment. One(1)monument sign shall be allowed on FM 544 at the intersection with the Sec- ondary Collector located adjacent to the West property line and the Collector located ad- jacent to the East property line for the sports complex. One(1)monument sign shall be allowed at the intersection of the Collector located adjacent to the T.P. &L. right-of-way and the Secondary Collector adjacent to the West property line. One (1)monument sign shall be allowed at the intersection of the Collector located adja- cent to the T.P. &L. right-of-way and the Collector adjacent to the East property line. Monument signs shall not exceed an area of 200 square feet. Development signs shall not exceed an area of 300 square feet excluding the architectural features on which the sign is mounted. 9 4.0 PLANNED DEVELOPMENT - GENERAL CONDITIONS 4.1 Conformance to the Wylie Zoning Ordinance: Except as amended herein, this Planned Development shall conform to any and all appli- cable articles and sections of the City of Wylie Zoning Ordinance in effect as of Septem- ber 16, 2005 which is the date of the"Application For A change In Zoning" for the prop- erty. 4.2 Procedures of the Planned Development District: a. Zoning Exhibit: A zoning exhibit is hereby attached and made a part of the ap- proval for this Planned Development District. The zoning exhibit, indicated as Exhibit "C" sets forth an overall property boundary description and the designa- tion of each zoning tract identified by a number which corresponds to the tracts defined in this Exhibit "B" Planned Development District Development Stan- dards. b. Conceptual Plan: The Conceptual Plan is hereby attached and made a part of the approval for the Planned Development District as Exhibit"D". c. Development Plan: Prior to any development under this approved Planned Development District, a development plan for each phase must be submitted to the City of Wylie for ap- proval. The development plan shall suffice as the preliminary plat for all tracts or districts. The development plan shall be approved by the Planning and Zoning Commission and the City Council prior to the issuance of any building permit for construction. In the event of a conflict between the development and design standards and a develop- ment plan, the development and design standards shall apply. 4.3 General Compliance: Except as amended by these conditions, development of property within this Planned De- velopment must comply with the requirements of the Subdivision Regulations,Building Code and other ordinances, rules and regulations of the City of Wylie as they exist as of September 16, 2005 which is the date of the"Application For A change In Zoning" for the property. 4.4 Street Requirements: The street shown on the Conceptual Site Plan as Exhibit"D" attached hereto as a North/South Secondary Collector adjacent to the West property line shall be developed as a Secondary Collector Type C with a 100 foot right-of-way with 4 lanes of pavement(2 lanes at 25 feet back to back of curb). 10 The street shown on the Conceptual Site Plan as Exhibit"D" attached hereto as a North/South Collector adjacent to the East property line shall be developed as a Collector Type D with a 50 foot right-of-way with a 2.5 foot wide easement adjacent to the right-of- way for utilities with a pavement width of 38 feet back to back of curb. The street shown on the Conceptual Site Plan as Exhibit"D" attached hereto as an East/West Collector located along the North side of the T.P. & L. right-of-way shall be developed as a Collector Type D with a 50 foot right-of-way with a 2.5 foot wide ease- ment adjacent to the right-of-way on the North side for utilities with a pavement width of 38 feet back to back of curb. The minimum centerline radius for a Secondary Collector Type C shall be 1,000 feet and a Collector Type D shall be 350 feet. 4.5 Secondary Collector and Collector Landscaping Requirements : The parkways along the Secondary Collector and Collector Streets shall be landscaped with a mixture of large canopy trees and smalllornamental trees. The placement of the large canopy trees shall be adequate for adequate spacing of the small/ornamental trees; however the maximum spacing of the large canopy trees shall not exceed 100 feet. 4.6 Secondary Collector and Collector Sidewalk Requirements: All sidewalks along the Secondary Collector or Collector Streets shall be 8 foot wide. A sidewalk shall be constructed only along the East side of the North/South Secondary Collector adjacent to the West property line. A sidewalk shall be constructed only along the West side of the North/South Collector adjacent to the East property line. A sidewalk shall be constructed only along the North side of the East/West Collector lo- cated along the North side of the T.P. &L. right-of-way In order to provide for the meandering of a sidewalk, the pavement for any secondary col- lector or collector shall be allowed to be offset a maximum of five (5) feet from the center of the right-of-way to provide for additional parkway on the side of the street designated for the construction of the meandering sidewalk. 4.7 Detention: Detention will not be required if the storm water runoff from this property, or any portion thereof,is discharged into: Property within the City of Sachse into existing drainage structures or with City of Sachse approval for additional improvements and a drainage study updating the existing study provided to the Cities of Sachse and Wylie for Maxwell Creek along the Wood- bridge West area adjacent to the landfill and the approved CLOMR for Woodbridge. Directed and discharged into Maxwell Creek within an enclosed drainage system and a drainage study. Directed into Maxwell Creek within an authorized drainage easement along an exist- ing drainage way or natural water course. G:IPRGJECTS\Wylie\WBNC l Ltdlzoning Ordinance\Revised PD Development Standards 2005 11 30.doc 12 1,111's,,1,1,111:1110,1Ili 111 1 HI 11 ,11 ill:"1,1111111 111, li 'III'I 11; 't'lli"'"11,1111111-111,„11,'1„1,,11 1 I'l 11 1,1 11 1;/421,0 „ 111', ii 1 1 1 111,, '11 11 1,11,1 1 II' 111 1 111;,11, 1 11 1 111't!p,/4/ " 1 1 11„,„11,,,,,„„„.11,,,PiII:11„1111I)4,*11,,411 11,111')Ij 1,;;/%1 1 1,„ 111,1,,11,111 1,11 III 1 1 Lou 1 1 11 1 11 IIIII r,1,11 ,11 1111,111 "r1;, 41111111111, ,,41 1 ii;l'rll'I'l * 1 11111 1 1111 Ifi'1''1' 111'1'1''111'1'111I'vl''ll''111111‘ir'11!1111 1 111111111'11"1111'"I' l'''''111 III III III,1111,11,1111111 11,111,1,111,111,1 1I' 1 1 11'''11111'1111 111'11111 1111111111111111 11111i'll''''14'''''''''''''''''"','1','1111111'1',111:111 111111111''' 1111111111111 '‘I'Lliill'111,1,"1111' ,,',,ilr!Iiii,:: ,,,,,,,,I,I,„ ''''',,:iiN 11 1 ISIIi111';!ftitil!',1111'11111111.111101!;;;',1"'",i1IL- 1111'1101110H011,111111',111111'111:1111,,1.1111';'1'111,';:41,11 'I 1 1„11111,111„II 11,11111,,,,kirlti'l,/1411/1,,,, H'11',111111111111'11:111'1111,111' 1 I'lliIIIIIIII 1,1111111111 11.11 1 „III 11114,,,,11'"1„1,31 ,,„, "il'''''',,* 1,„1'!1'0!"'il , F';,:,,,,I,,,,,i 111 '',,,,,,;(!ltill 111,11111:11111,1111,011,711::i1,111,,1"1111 11111111t1111111111 11 11,'",i'flil';','„,',11111,,',,,111,111,,,,'1'11111,'1111111\i'll,,111-'44)1(1,1(',,'„(Ji,c,,,'IL,;11111'1110:11,1,11,11 11,111 Ili '414 I 1 1 #uuluu,„„IIIIIIIIIIIIviu"1„1 I u„„„u„II,u„„Il 11 lu I IIIIUI 1,11,111'1H,1101 1 III: 1„IIIIIII 1 1 1„„,,,,,,,Iluluu'',,,,,,,0„)#,':',,,,,,,00,i„,,i,",r,,„ f',0110104"4140,10,1 il II 1 1 441t0III 1111 ,11„, 111,1 I`'I„,'''IIII';III''''1,' 1 1 1 11 iu i , 1 11 1: '''''4'11"'!1„!'ll'411!'''I'',)11,0;1„1;I",:;11 ''''ll'I1i,l';',"%111,1111Iiu'ilillitlit'I'll'I'U'Ill'Ill ll'Ul'1711'11'11111(11irtiiiiIIM'''',u4k0,001I'lig„'1,1 III#1"U:110Y ii'171//U I 11,IIIIIIIII,IfU„'„,"MI'll,1,1'1'11I"t'IIIIIIIluIUI !',I I'11,11iII,11'lull' ,' „,I ,,, ,„,„m,„,:,„,„.„ J'' III „,„„,,,,,,,,.1114,,,,,#1#1 t$,,1,111 11,(4141,!:(,,,„I''714„u„:,;uuuu:uuu'll'p:*4'::u!"IU::::'::„'„,:''',„'I;),'Jll,,(,Ill',1I/t'I''''IlIlri"I'',SIII''I!„.111)'I'll'„I''''III'll'1:111 III I'l IlliIIIIIiiill*fel'u*Iirl#,I11,141,1Ik!IIII7,1111111111ull III'lli„':1,„'„;;„',11'I#IlliiII:Ili'l''''ulli;"'"'Ull'III'll'il' ,,'''''Il' ,',1!IIIIII''IIIIIIIIIIIIIIII1 ,';','''' iti'll )1'1,1,11.'11'#*1'14)1 1(1 I'l lu II(111' 1 1 11 1,1,4 I011 ,,,,," 1 1,„ ,,,„,,,,,, "iiiitli! 11 l''1111'1,,11,7 1'III,r1,11 ',.,',11 111(I,,,,A,,;;;:,t;',,,,I,,,j),„ii,I„11,,;,i„:1'1 Ill Illt;1,,,,11,1),,,ili4,141,111111111,11t 1'1411 i,h,i,t1r11,,,,t11 1111,11,11,111,11,111:r:,111,1,1(1:1,11 1,1-,,„'",m10,11,,,t9!!,,,,,11,11,1„gil lm,,t(ort 1 11 A,t1,11,,,,1„,„;;I,,,,,,0,41,,ii;,,,,,,111,, ,,.,,,t1111',',1 1111,111111.11, 1 , ,,, I ' ,„„,,,,,,l11,,;",,,,,,,;,,4i,',,F1,:',; 1',11::::1:li'"'""""l',„';'),:tilt,,I:ifi,„l'',HI 1 II1('I 1111,1'1114;11 Sliiilill'illiii 1,1111 1,1;,,,,,int 1,,,:?111!11'11:11,1 11111111'1 111111111iii,,1111,11,1 11111111,(11111111111,,,iP11,011,11i!,,,,i,„'!,,tf:,,,,,,1:101%:„','„,',11i,#0'1,04,,,00,00,,,',,,,,,,,,;1111i,,11,1i111,'„11-0,011 1;1'11%,,,,(',11!1'1,111,1,1'111,11,1,11,111;'''"Ill',1111,111111111,111'11111„1„11,,,1„"1111 1111111,11 1 '1 ' ''''''i ,, 1 1111111 ,,,,,,-011,,;"11'111 11 I '11111 1 11 110,11114,111 11,,,11 l'1$11,1111 1,11,111$1',1,1111 1:II'1 11 1 111411111 11 1,11,1:1 1113„„1,3411,,,,IICI,,,,„11,,1,;„,,,,11,,,,1,14';',,,1 11k1 114,1,;.',411111111,14,t‘lt,111111',,t11111 It 1111,111111,11 1111;11 1111,1,11111,1 111,11111,11,111,10,,a,',:40,00,"1,,#101,111',",110,,,,,,,,,,1,11.111;11,111,`1,11111111, '1,:01 I,'1 I'l 1,1, 11:11 III, 1 11111°111 ei'11,1,111'11111i1111 ,41111 1 1 1,111 11N11111 1111'111 11111111011141;11111"111111,111 111'1,111111 11;1;11,111,t1,111111,11,411r11,,,,,,,i',1111S1*"*1;71;'1111 11111i111111110411,,, ,1,411,414),It:1111 t11,1111,11111111111'11111 1 111111,411111111,11111,111111111,1111 ,101c,,,,,,00$01(;,,,,r,',11,1„,1141e411,,,,,,I1111,,,'/tit III," l'''''11 1 11111111 11'14i! 1'1 11''111'1111''114".1,';'111111t!,1111111.111c")111111111''Ir'''."'''"./,"'""141,,,,,1 11'11'1 111111111'11'4i1'?"'l''''4 Iliii 1 1 fi' i I'llril,14':''rt"'r'I'l'i'lir''''''','!°;'"Ill'I'l'i'''',''',,':',1111,11,40141'1;1;111111111,1,11111iti,14,015#111'111i,1,11d1111111::'il),,11,1,'1111111111,11d111111,111111111,11,11,4,0,,,),,,147-1,17,1ri-rilt li,,,,,,11,11:„,,,;),,i,„;„,,„#4011111,111,k,111111,I 01 it101111(11.111,,)15,,,,i,1111 1 ' 1 1 1 III 111 111 1111'11, fi iiiii'll'Aljkfl11,111,;,111"1:ii,-,1,1,1,1'11441:41,,,fliiit:1111,1:L.4 1111'1 11'111111111111111111111111 11111,1111,111,1111111111,1111,11,1,,,111, 111,111,11,,,1,111:1,1,1Z'4tttt.:Itl'.'1,1,1:11,11!4,1,1;ktgt4,1,1,11,,,,,,,,I,I,111:,Ilill11111111111111111i111,,I 11111 111.1,11;11,11,11111v 114 14r0.1,i ,,,,,,r:„,,,,;,,,l '1,,,,11,111t1,Il.,.,,,,,,,,,J,I1,4i,I,,,,,,I, ,Ail 1 ,11,1111,,,, ,11111,11,,,,,,I1H11,1,01111,111111 1,11,11,,1,11,11,1,,,+11i1,111,1,11,11'1,11:11 11111,1111,1'111,1111111,1N111111,111,11111,0‘144,1,,)ii)1,,,til,1110,1,-1,00111.1'',,,',1111 1 111 1 111 1 1111111,111,11 1 1 1 1. 1 II,,,,,t1,1,,,),,filii,1111,41111111111 lik,"."';'''H'Ill'I''''I''''''I''''11111 11111111 1 1 l'Ilil'ill l'I'i'11 l'''ill'ItIll''l'f'''11111'1 1'11111111 1 III 11''''1111111,444,011,0*;ttrdl11111,17,117,,,,,trIll II 11111,1,11,1111111,1111,111111,1A1(5,11111111',1,0[1,11,1,11,11,1111111,11,111,1111111711111,,11 j1,1:11,',I,10,111::/111,111,I I H111111111:I ill 1 1111,111111111„1111,11 1,11,ilt,,,1 1,,„1,,,,,,,1,,,,,,,,,,f,$,,4,,,,1 it0,400,11,1,1,1,1 1/T,,,,,,„ „,,,,,,,,11,41,11i111,4,4r4„1,t114,1,'„,1,1,1, 1,111111111111111,11111111 11'111,11,111:11,1111,111111 1'"'"'",,,,I,,,11,111,11,',1;1,11111,,,!,,1,11,1/111,111;',111',„'',111111,11,1111,111,1'11,,,P1,111,111,111111,11,11,1111'111,1111'1'111,1,11111'",,11111111111,1,11111 1111'11'11,11,111,111111,11)111,111,111',,,L11,11,1111,1,111111iP1,7%1 ri"'"1,11,,if„,,,;,,11,1141,4111111,1„,1„„1„:„,„11111,ILI 1111,11111111„,„4,11,1„1,1„rot:177-777,1"III t",1'$(1,0!,74,71/7„,4171f7',,.'„„„41"HtlIti711111111111„:„;111''iii '1k Illit"(0 ;1;11„1 111,1 11 1,111111,111111,?/'111„"111111111111111111,1,1,0;111'14'11111,11,,,11,11:1111,11,:::::11,1',111,'1,1„,,,"1""'ll1111,11111111111)11„11111',„'„'!„„:„:11,„1„,;'1„,1111111,,,ii,i1111,11111,'11111111111111111,111,1111i1,111111,1111111111,it„111,1111111111111111„1,111111'1,11,11111111111111,1i11,;10,;(111j1111111111,',1111,11,11111,11111,11:1111'111'1',11111111'111111,,'''',,,i,"1,;,,;„'1,1,1,1„,'„!1,1,,,I;111,11,,,,,4,,),,,11111';',:„„111,„,,,,,'„,,,i,11,1!„1,,,, 1 „ 1 1 (il,'l 1111,1i1111,1,11„„11,,„1!",,,111!„1,,,,P1 l'111,),J11,,11(1114111111';111,1 111'11,116"111'1,,,,,,,,I7t,i'":11",11111,11'„,11111'1,;11c,„1)111,„1,(1111'),'„''''','11"1"1 111111 1111111111111:111"1"111111I1,2'1141,,r1111!„111111'.1'111,111,111,1111111,1111111111111,111111"' ",:f,„,'111„'',,1'1'1„,1,,11,1,1,,,,,"),"11111,;1,111011111,11-i1111',1111h1111111111 1,1't.11111111111„111111,11H11,11d 1111,II"'11,*11,00,101!1411,!111,1k!';1111,4,44E110111',.'„,Piii-,1%1;1111,"11j#P1)/1„,',''',IP/,/,`, A 111111 111 II 1 i 11 11 1 11'1111111:111,A,1,1,4„,,,,,,,,,,,,,,i,,,,,,,14141Priri4'1'111441i7??,'"1:1471;14:9144,111111i111111,',111111''''',1`11111,0'11„I'li'1111111 11',11111111111,111111 1111111,11'1,11111111111111111111,1111:1',111111,111.1111„,"711101'11111111,111„11111,111i11„1,111111„111111,,,,i,„11111,011111111(1/i'111111111t,,,„:111111001111,11;,,.„;1,r,,414,,;,,111111110,1„1,11111,11,,,,e,„1111,'„1111111,1111„,i,111,1„11,111,111,1111,11,1111.1111111,11,,111„1,11,01111,11„11'11,1,0400,0000101,111001,1111111111,11,1,"'„,?ti"?!1,11,(,',,ii/),„1,111111J1111„1,1+„„106',/,,,„14,11;,,,,„?1,:: tt,1, 11,,,,,111,111„11,1 , '1111 11 l'i'''',1'„, 111 1 1 11°,111,11,::71:1;r','171'"11'71'11111'177,17:1;r1'1;11,1,1r"lec,:,,,",111111 111,1,1,1,'„1,„41:411,111,1111;61,111, 7„,,,i'',„1111,11!'1,111"„'"F1111 1 11111111111111?,11111111111"1'1111111'h11)1111111111111111111111111111111"11"'111111111,11111111.11:11111,111111,1111111111111111,11111,111111"1,14'1111'14112,„E',1,1e,,i,,!!!,',,41.41„1„1„41,1„„I';t"!1111111,1111;'11''''111111111111,11111,11111111111111111111L111 111111„h'11111111'Li'11'11',!1'1,110iiiiiiilliiiii40,11i0Oftiff'11:'',1111',1,'Illi.,1,1111111i1,11i'llt i 14'111 1 111111''411"1"'"1111 1 11' 1 11"111"II"11 11 11 11/6' 1 111,11+,,,i,,,,',1,4,1„,f,r, 11),111,111/1111,11r1111.1111111;1'111„111111111,„„„(,)'$0111fr„rtli,„'1,11,111111t 0;11,11 II 111:111111,1111,111111,11,11111,1i1,111111111111111,11111 111411,11111,111111,11,111111,1111111111'?,,{111111r'ff',111„Ir'11 11111,11„111111,11,44,,141,j„,10,0,44,11,111111,11111,11 1,111,11111 111 1,1„1,1 11'10 ill,,11,11,1111,111111111.11111411111144,4,111,144010104011110111'11"111114,111'44'1111111 4'1, 1''1///, 1 11 1141111'111 I 11„11"11,11,„lift!4111/1111111411111111,111H1)11i111111,11,14,41111111111111,111111111,11,1"V"It$11,11',,,ii"l'Iti'i,Ii4,11111 1,1111 1111'1'11 11"1„111111,:d0J1111111111111111111H 11111111,11 1111 11'1111111111,11111,1111111111,111111111114111111411'1171P717;7111111(11111111111111'1111,11,1111110111,1111101"1111'111„:11,1111"111111111111'111111111,'I 1111i111111111111'1,1111111111,11:11111111'111111111'11111'1111111111111111'111111111111111'777,iit'l,111,ill'iliiiiilliiiiiiiiill"16111,'"";'11111'1'"ii,111111iP11*thi'l„„4:111111"1:t 11(1,/:411 I 1 41,11,.111,11111,1111111:11„1,11'",„:;,',„„,1,,,,,,„It,„„1,„16.10:11,11116,(7„,1,,,,!1.1';151'11„'111111,1111,1111111„1„111'11,11111 11,",1111"1„'„!;'4,111111,if'411111111111'11111;if'",,,i'111'11111111,1111111111111111111,1111"„111111,111'1111111111111111,111111 ;1111 11;111,111,111.1,11,14,41,10 1111,1,11,11,,11,111,11111,11,',111111,11,111111:11,1111111,1111,1111111'111,1111,41 11111111111111:111111t11111111111111",,11111,1111111111111,111111 11'1111',11111111111111,11'1'111111111171,tigij11177511'1111iiiii;i1;' 11111101!",(1,t#1,1t,1111!jfi,,1•16",',1" 1 111'1111111,11111, 111111 1,,,,„1,111111, 1 11 1 111"11 6, f 1,1,'„„1,1,1,,I,,,,11,111,111,1,1111,1111,1 111111111,1 11,11111,11111111111„li11111J111,1„11,1 1,11 1111111,110,6„1,,,,,,,,,'11111111114,.q11111,11T1111i:',",1,„l°,1„1"11 111,11111011,1,„,1,1,11,41,i1'1111111111';',',;,"1„1":„„t11111'1',1111"'"",1(1 1111,1,r:111'"11,1,11*It 1,11:!,'',1"1.,47-1,11'1*""'„il„'„'1'11t"''''''1'11'1'1''''',"t111111111111111111,111"11111q,,111414111,11;'11'11'1111110111101,111,111111111111:11111"111111111 iii 1,11,,1 1 1'11'111171iii111111'"I'Pliii4011';111',11''''''1111'1111111111111111111'111;111111','IWI" 11 1 1„""11'1'11111 111'111' 1 ''''''l l'I'llii,,111,'11:1:;,,,,,,,,:!,'„,,,,,,I;:i;',,,,,,,l'°',,,,,,„,iii,„I''',„a'14ilvtl"!,,,C„Ic„„I'i„!„„ii#;f,,,t,,,ttt7,!„,1,,,;4,i4;11i44;ili‘ifilliit'ff'110141111111,111'i'''1771:711;111111111:1111111111111(111111,';''411111;kh'11111itill1114,,i'i1111111ift iii111111'.4'114,/,'1'1;:i'71i111111111;1111111'11'1'1:"711;!,11111171J111111111111111"i'l 1111111111111411414441141144171111111',1111'111':1:1'111,111111'1111111110,iiiiit,11,1'',„',;111/1111!,'Plill11111111111111111111111 4,111i)ILA'',1111''l 11 11 1 1 ,, i'it'il, ;11:;;:'It14;;Iiiii'liii'111,,,,l'alit,440/10'11'1'1"11'111r:f111111,'1''1100,111;;;401?if,03P!fl,'11,ill 1111S1,::11,11111111111111,111111111141111'rig1111111:',10,1i1111;);11111111111‘111111,11111111'1'1'i'1111111111„111111'„1"r1111111111 111111,111,1111,11,111111111,1,1111,11111111i31111,111t1111,111'!;„1 ,11,1„1111,,t111111[111;A:11:4,,,li,111,1iiiiiiiitiofItIt„,11',1„,,,,,,111(ii;;',1 111„,1,4'Ii`ii/i, 1 ''1,„':;','")„1„f?„11 I 1 frrf1111!!'1'11„,'„1;1„f;',11111111111111111 lii11111111(fiill,:tillit'11111'11'1111111111,1111,1111'11111',1111,11,11111,11,11111111,41,11,,,,,,k1c1111111111'1'1'1,11.111111111111',J11 111 1111111111i111111t111"11114111h1111111111111'11111'1'1111141"1`1'41114'1'11111111&11'11'11 '1111111'111111h11111111'k!'";iilrli: 11;trill;;;010:illiCiiiiii':1,1'.1'1111':1111,11'ill''1*111#1,: i,„11:::1:11',1'1,111111111?",')/:;:lriii111 1 ,,, ,,,, 111111111.111111 111111111111,,'„;;;:i I 1111,11 „„ ''c''"1111:'!,',!„';',1:1!1 Ili 1111111111111'1111'11111111111111111111,fil,i1D,1,1111:14111:11,,,11111'111111111„'(t:,111,111„,1,11,111111;,11,14„4,;11:,':':ltir0,01110;"il;11111'1,111111111111:111111E1 1111111';',„,„"1,11,„,:',";i';',1',f;;;:;;I'1,41'il'"111"41;iw;141');11i7,,:ti':'''',''''11'1111,!,'„,1171'''''',1'.11:',11'11J111"101,111„:111tiltit'l"„I'll':i111,41illill1111,''''111111,,,,':"!,!,'L„111111111'11;11",,L1'1111"1',01111111?„ti„'11,„+;'11111,1:1,,,,,,111"',111"1"„i'llir","''"111 7';',1:1,14,1!):1'11''';1;'1",,„'„'„„:1„,;,,*;i11101;41'1111,1111111,t11'1''''',:iili1111111:',1;Ilijr'f'„'ir','„1141,11„11,!„,,:',','1„;;i11?„'„1/Fi'li::„I'11„111111'11 111111111111 11111111,111%, 11,111°,1',"":1"111,11,,,i1111,1,11‘1 l'il°,1t, '1'li'''',,:1,1,11i';',11:„,,,,,,, 1,1',,,I,!,,,21:::1141:1;;;11;,;,:,;;;;,,i11,i,,,,,,,,,,,,,,itli1,1111,11:feijJ',„,,,,i,!1,',',,,,,,:i:?1,,,,i,"„1"1,11111,!plio 11!„,1,11,1,1111111,1111,1„1„,111,111 11,1„1,11,11,11,11,1,111i,,11'1,111111 11111,,,,„,,,,,,3111,111,1111,„"1,1111,11,1111111,!,11",,,,,11'1111,11,11,11:111„1A11;111'1111,111111,1111„11111,1111111,116111,111,11111111,111,1111,11,1,1111,11111111(!7:1141"/It7,'',11!i'',,r11,111i'1;1,11,1;11/"i'll'o','11"1,11,,i,;„111,1'11'111,111111;,„'1'11,',','''',,,,,,,,,,',11'"',11'1,1',"1'1')'0,1;1'.1111;4"„iiiil,,`,,t v„,,,,i 1111/,','",r::'„,„'„'„',101,6,1;1°,17,11,111,1,1„11:1,1111,,,,,,1,,,111111;1),.1), li p,,,, 1 ,„,, „I'll, ''' '',"'„,,,, 11,11 1 11,1111,1,11111,1,1f,"111,111,111,11"1":11"11,"111111,11111111„11,11, 1:1,111,41111,11111,1111"„11111','„1"11,111111,1 1111'11'1,11'11,111111,1„1111111111,1"1111111111111 Ill:11,1 1 11„:"'i,11,1111:',i1,11111,11,111111:111:1,1111,1(110111,11,1„,'4111 41,4",,i4,11111,111[;1°11,,1:1,,,,',41,,,4?1,i'0„„'tt„„11),,'I'„411,,,,!11111'41.1„:1114;„,„1,11111",1"1,1111111,1111111111111111111111,11111111111,11111111111)11111111411'j1111 „,:illj:':7167,„,41i,4';'111',"'„iii"Iti,„;„',/,'„),„11141 4/1;i1;1„,'/// 11„'-'11';',';^'11'111!IIIH111 1 II°1 111111 1,0404,1,1)401,),' 10 1,,,,,, 11" 111111,11111,111"1111111111111,111111,11111,11°111,1,11111,111,11,,1111",',11/411111,I,,l,„14,,,,,,;',11,,,6,;,,,;,,',11,,t10,i,,,t#,,t,,,'1,1 111111:111,11111,1,11,1",,e4."7,?,r:',11,71,1,1;,1,E14,11;',14;f111,1,11fi,,'40,:114,,,,i,111i,,',111,„l'111','",""),,,,I,,11111,11111r7,„1111,1,111,111,11,1111,,,,,11,1111,111,11111 1'11,111,111,11,1,,,If,, 1'11 11,,,,,,,,,,,ir,,,,,,,4,,,,:ioe04§,,,i,,1,,,,,,1,41ifiia0f,,,,',1',,if ii,i, l'istool,',"*,0 1111,111,11111 1,11111,11,111,,,,,, '1;l'il'll IIH'I'''711111'111111 Hdr''1111'1 '1 111111111 111111111111111:1111111111111111111111111h111 1111111Z1111111111111'1'1111111'111111111111111111111111111:111'11:111111111'111:11111111'1111111111111;111 "11'11111111111111'11111111111111111 "'ll';)!;1H11111111111,1,111111111,,T111,11;;I'l'i,',1'1,;1,,,,,1„1,11,:!IiiIII121,i;,111,1,1.‘1;11,1)1,$1111,,,,;41,'1„;1144,,,„,„111i,,,,,!,,,,,,,,,,,,,,,,,„11,,,,,111,1,111,11,1,111,1111111,1111,1111,1 11,11111,,,,,,,,1„11„!,111,1 1,11,104,,,,,,,,,,,,:1,,,41,,,,,,m,,,„1,1,;,,,,,:,::;10:,,,10411),,114,,,,,i,,:iiiillicilliwill ,1,;,,,,,,,,„,,,,,,,,,,,,1 1 1 1111,III 11 1111111111111,:l 1111111 J1 '11 'I'l '1"1' '1''11 I III 1 111 1'1111 11,1'11111111 11111,1111 1,11111111111,1,111111111,111111111111111,1111,1111°,11111''''',1i'111111111111,11111:1,111,111111f!11111,1,1'11'111'1111,1111111111111111,1111,',11,,11111'111111111111'111111 11'11'fi 111,111"''''',1)"°41'''''''414'''',.1°741:);11,',',Ii'071`1'1,',7:11;;;,1'1'1,1,,,,,,,‘,11A11,,,,,'',,li,,,Ilii'1,,,1111,11''',',,,'„,111)„,41,11',Y1,,,,„,,,j11,'',4111111,11,,11,11111,'111,11,11'111111111,H1111 1 111,,11'1,11111'1,1 111,111,11,11,111,111111,111,111111,11'1'101P,Arl:':,4111;411'11C,,,it'11;;',',11,f1`1,1411,11;;;;;;;1401.1;:di$1111F"",'„'"'4",' 11'1111 111 111'111,11'111 11 1 1 '''',11:111',',,,,,,,10,1111,,1 11,1111 111,111111,11,11,,1,1111,111,111111111111,,,1,1111111111,11 11111 11 111111,,,,,11,111,111111,1111,11,41:111111111111111'11,11,11'1'1,,,'11111111111'11'11111:11111'111,11111,11111111'1111'1,1,11111111,1,111111',"11,11111111'1111,11111,1111 11111,,111,11,111 1111'1"111,11,111),111(!li1,110,114111,114'1,11111;11;41,111111f1,4111'111',i,,,l',11,11,111111,"ki 0111111,11,,,11 I'll 14,11,11,1111'1,11111,1,,111',H11111111111'11,1111111111,11,11,111,11111 1'11 11'111:,,j'1,11,41,',:t1,:':11,4,1444111,frhi#00,11,11,!'%1,);,"11,,,,,,,l','11//4;//://'11 1,1 11,11,,, :Ill 111 111' ' 1 1,' ' 1'11 1,,111111'111,1111111 II'1'11111111'1111111111n 1'11111111111111'1'1H:14'1,111,11111111,1111,1111111111111',111111111111111111,111 11,11111 1111,11 11'1111 1111',11'p.111,11,11,1111 11'pl1111 1111'111,4,,,i,'1',1,1,,11),1 110,,,,11,,!0,1,1,,4,111,1iill,11',',',,ii!''''',i,,,i,t'tf,'„;(1,1',i'llItC11111211,111,,11110111(1,,,,,1,1111, 1111111111 1111 1,1111,,1,111,HI 111111,11;14,11,1,1,1 1,i,,u,' ,'1,",1';'1'',',';111,114),,,,,1111t,',!,,„111,1,`"01'f'/J))4111,f,„,//,'f, 1` ,,'/ 111 1,),1,,,,'i'll 1, ' 11'111' ' 111 11111,1,1 1, '11,'111'1'111'11,1,1'H 11111'.,c'1,1111,,,,,,,111111111,11,11111111 11,11,1,11111111',11,11,1111,111'11,1111 111111,111 1,1;1,1'1 111'1„11,1,11111,11',„f,,',1,,P(,;,,,,;,"4,,,,i11,1,11111;/1111;11111#1',,,111$111V,,,,'1:(,,,,,,,,,,,,i4114iji,i111'11111111;1'111),,,,,'Ll,,,,li,11,1111,1111,1111111 1114,1',",I'L„11„1,1:,,,;;,/,'11,111,(71,74,,T4 11 iii,,,,,,,''','1!;1111,,:;')/1111'''',"'"el 1,',I),,'')111,`111)' -' ''',: 1,1'1,1'111'1 1'1 1 , ,'"'"""4::,,,,,,, 11°f,i1 1 '1 1 111 r' r'1'11111'11111111 HI'111111111'1111111 1 I 1 111 1 Illr ,I,'IHII ''''''''' ),,,::-)';'"'"' „71,1,,.tiF"'„"9,,,,i,;Ir:' ----""1, I III 111'1 III III 11„I LI, 1 11 hill„1,1,11"1II 1"1'I ' luli':I'''' uf,:,'Il„,,12:1;,.„,','„,„„,.. „ i,,14',f,,, )' 40 ''rli''''' 1 1114iffirl°'15111)4,1'1111"10,1i, ilk oi 11,01111 1 1 111' 11111111''111,1111 II' 11"flr1',',,,,,,t-'1,1r"77:,,:t.,t,1„11„:,,„ 1, ,,,,,,/,,,,,,, r,111,,,I 1„,,,, Ilifim'ilork,' . 1,,, ii 11 , ; 1 1 L,,,,,,,,,,,,,-***"11 11 - 1111111"ttio,', '111', , )o, '1''5' 110„, (1, „ 1 1 1 11111111 1 11 11111 1 11 ,,1111 , t, , 1 11 l' I'l - III' 10,,(1141! 11,,1111,,,,,1111;/,111,,,,roll 1 Ili', 1,,, 111 1 111 1111111 i, i ,,,,,1,,,/I,„ I „ 11/f, ,,,,,,),),i,tii,,/,),fil:/!,,,,,,,,/,,,,,,,1 ,,,1,11 Iii 1 II 1 1)11 4 *1446 ,,,,, ,.': 1111,,,:i<4'1,11177 :i '1`,/;:',,';',110:11,„!°':.'"4,(11!i11)',il'ill'i(lil 1111:1111,1,11111 1,11: '(1-,,.,,,ik,.('4,1,1101 l' lt!fnr'lj--:;-L-T.r-------,--;', ("'""rs:'\ 'III,'',_ri 11111:111, :,,:;:1111',',110,41- I, 0,1i"111 'lli 1 ,„oi 1 , II 1 ) , 1 11 II , , „,,,e,, 11',„V?1TivIl 1, 11 11 1 „1111 "1'11'1 '1,1 1 1 1 1111i.:„,,,,,11,„1,111111/0"'Ll'irl,',0104,044:„'#1,/,i1,1 , „ „li„,11111„1111„11111„1111111,1',:t„' ,',,,,l'I' 11,4141111 I 11,11,1 ' "1 '''',''''''„;',:::;„10 1'''!11:11,1111111'',11,, qi",;ot°,„„,''''''', '1'1)(1 1 \ "11'1',111 1111 11 1 ''ll'' '' 1i1,1:' ""Ai',:ii''''„ ,I1',1 all-‘11'11,4,, 1 1'1-- 111111 1:11114'1,;,,lit, i„opoolii,t4,11,14,11'1,1,11,„111 11 I 1 ' # ,.-,,,,-, ,11'"1' 14itc,4041,1,,, )1 1,111 01,1',,,,,'''',,'111,111'''',',11,11111, 1111,111111i,1,1,1'1 )111111111 11 , I,I'I, I $'7111,11111,111 '",''',11,','„'''1 1 ,' ii- 1 ,/%,'%2',/','(,!%L?:,,,/!',,,/;i'',1*,,, 1,1111, ,,(1'411i1,111';'''''',,;',/',1'1,,Ii",',, 1 , I'll'il 11,,l'. ';11)/'111 , 1 , 1 1 1 4 11 111 ,01;11,0itt:' 1 ,,li'f'''11,1'9),,, 111,1 11,1 1,001,1°." ,1i,111;4110,,i,(,)'''' 1,i'l 1,,,1 11 ,, ) a 'i'i2444,' 1 111111111,1,1'(1,10,',C1'''''/:',11,'1,1111 1111,111,i11,1,,, 1111111; " r'i, 11 4.f,„„!,,„,1„,1 1 1 ill ,1 III t:14110,1110ii:tillirl''''Ig''''1' ;:11,1"1,,,l'it,'11111 I, '111?ktri;#1;titl,"1;/i'fr!flifklifi))111;1''''''l'''''1111"11'I'll '',';'''''11 11 V:fri?it;1111 1: 11,1 1.°1111111;,111,1,11,1,1,111:1,111'.111,.:111'11,111,11,1,t 1 10 1 If III ',1, 1 „ '1,P111 „ „I 1 11 1 1 1 1 1 , 1 , 1 1 1 1 „ 1 1 1„ 1 1 11 ' 1 111 1 1 1 1 1 1 1 1 1 ( , I f r r Y I / , I „ill, 11.1.1 11 1........, .1., r r 1 r ' '" '''f'l'"'''',1-; „,,,,, Killliey,l'lorn -,:,...„.....,...... CheekedbLJ* ');.I,i ti(;40111,11"2!':,,, !"t?,,,,,,,,I,,,11:14,m, ri:,,;.,?,•Hpirl'i:;,, i.,,,,,r„,?7_,c÷.?90„,57....i.' _: ,,,,' )./1.1,"/:../)/ /,:--;,, , ,,'ii,,,,ii ,, o'-" Ll'i'''''li"-'el::".i-:''''4';';iit:,,,",::',,,,s:',,,„,,,c:1,11:,,:.:,'11,11,,!,,,,,,!:!,,,,;!:::,,,,,,,,,,,''''';',1,,,,?,.:j''''L'":,,,,::::in-i,',,:*!!,,,,1,5'7iii1.1.1!_loillo ,r.1.,,r,3,A:ssA,;t)ir;:::,,,a:'r,,,f:;.,:sir,1,1:1,..ifi,::r.c, '-,'Pros„Pri,rd,„9„., i,:to--2.---„,::::::::::_. ---- -----------"--- "-""""- CITY OF WYLIE Item No. 2 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Planning and Zoning Prepared By: Renae' 011ie Account Code No. #: Date Prepared: December 21, 2005 Budgeted Amount: Exhibits: AGENDA SUBJECT: Continue a Public Hearing and act upon Ordinance No. 2005-58 approving certain revisions to the residential and nonresidential development requirements of the Zoning Ordinance. RECOMMENDED ACTION: The Planning and Zoning Commission voted on October 4, 2005, 6 — 0 to recommend approval for Articles 3 and 4. SUMMARY: Discussion was tabled by City Council at the November 14th Work Session for January 10,2006. Planning and Zoning Commission will consider Article 5 at its January 3rd meeting. Articles 3, 4 and 5 should be considered as a complete package. However, because publication and notification of the requested amendments to the Zoning Ordinance 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, and then table the item and continue the Public Hearing at the January 24th meeting to allow Articles 3, 4 & 5 to be considered as a complete package. APPROVED BY: Initial Date Department Director: MM \ 12/29/05 City Manager: \ 1 AGENDA SUBJECT: Continue a Public Hearing and act upon Ordinance No. 2005-58 approving certain revisions to the residential and nonresidential development requirements of the Zoning Ordinance. SUMMARY (Continued): The lot size for all new residential development has been established at 10,000 square feet, 30,000 sq. ft. or 1 acre, and dwelling sizes have been increased for all new lots to 2,400 sq. ft, 2,600 sq. ft. and 3,000 sq. ft. respectively. The Base development requirements for new residential uses have been significantly strengthened, and the flexible system of Desirable value-added choices has been modified. The City-wide Zoning Map has been revised to reflect the reduced number of residential districts, and all currently-zoned land will be classified at the new minimum size of SF-10. Residential properties that are already platted will continue to comply with the dimensional regulations (lot and dwelling size as well as setbacks) which were in force when that property was platted, but must comply fully to the proposed use and proposed Infill regulations. Nonresidential districts have been modified to convert the Business Center (BC) District to Light Industrial, with reduced setbacks which conform to the existing platting patterns of these older areas. The development requirements for nonresidential uses remain largely as currently-adopted except for increased landscaping. 2 CITY OF WYLIE Item No. 3 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Planning and Zoning Prepared By: Renae' 011ie Account Code No. #: Date Prepared: January 4, 2006 Budgeted Amount: Exhibits: 2 AGENDA SUBJECT: Consider and act upon approval of Ordinance No. 2006-02 amending Ordinance No. 2005-25 to include the addition of two tracts of land in a Planned Development (PD) district for commercial uses, generally located in the southwest corner of Country Club Road (F.M. 1378) and Parker Road (F.M. 2514). ZC 2005-21 RECOMMENDED ACTION: The Planning and Zoning Commission voted on January 3, 2006, 4-0 to recommend approval. SUMMARY: Item tabled at the December 6th P&Z meeting to allow the developer time to correct the legal description and staff to re-notify. The proposed request is to include two additional tracts of land into the previously approved PD 2005-25, and does not alter any uses as outlined in the approved conditions of the Planned Development District. Tract 7, Block 1 being 1.002 acres in size and Tract 8, Block 1 being 1.000 acres in size. With the addition of these two tracts, the entire Planned Development District now totals 4.140 acres in four separate parcels, west of Country Club Road (F.M. 1378) and south of Parker Road (F.M. 2514). The property was annexed into Wylie in 1999 and rezoned to PD 2005-25 to allow Neighborhood Retail Services inclusive of multi-tenant retail, financial institutions with drive-thru, sit down and fast food services with drive-thru and light automotive uses in June 2005. It is currently occupied by a Contractor's Storage Yard and a single-family residence. Seven (7) notifications were mailed, and one written response was returned favoring the request. Commercial uses have already developed at this intersection of two regional thoroughfares, although none as yet within the City of Wylie corporate limits. A diverse mix of commercial uses, mostly convenience goods and personal services such as envisioned by the Neighborhood Services District, exist to the south of the subject tract around the intersection of the eastern Parker route. Parker Road will be realigned at some future date to remove the existing off-set jog, most likely by the extension of the western segment across Country Club. The exact route of this future alignment and how it may affect the subject property is unknown at this time. APPROVED BY: Initial Date Department Director: MM \ 01/04/06 City Manager: \ 1 ORDINANCE NO. 2006-02 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF WYLIE, AS HERETOFORE AMENDED, SO AS TO CHANGE THE ZONING ON THE HEREINAFTER DESCRIBED PROPERTY, ZONING CASE NUMBER 2005-21, TO PLANNED DEVELOPMENT (PD) DISTRICT FOR NEIGHBORHOOD SERVICES RETAIL USES; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A PENALTY CLAUSE; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Planning and Zoning Commission and the governing body of the City of Wylie, Texas, in compliance with the laws of the State of Texas with reference to the amendment of the Comprehensive Zoning Ordinance, have given the requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally and to owners of the affected property, the governing body of the City is of the opinion and finds that the Comprehensive Zoning Ordinance and Map should be amended; NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1. That the Comprehensive Zoning Ordinance of the City of Wylie, Texas, be, and the same is hereby, amended by amending the Zoning Map of the City of Wylie, to give the hereinafter described property a new zoning classification of Planned Development (PD) District for Neighborhood Services Retail uses, said property being described in Exhibit "A", Exhibit "B" and Exhibit"C" attached hereto and made a part hereof for all purposes. SECTION 2. That all ordinances of the City in conflict with the provisions of this ordinance be, and the same are hereby, repealed and all other ordinances of the City not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 3. That the above described property shall be used only in the manner and for the purposes provided for in the Comprehensive Zoning Ordinance of the City, as amended herein by the granting of this zoning classification. Ordinance No.2006-02 Zoning Case 2005-21 SECTION 4. Any person, firm or corporation violating any of the provisions of this ordinance or the Comprehensive Zoning Ordinance, as amended hereby, commits an unlawful act and shall be subject to the general penalty provisions of Section 1.5 of the Zoning Ordinance, as the same now exists or is hereafter amended. SECTION 5. Should any paragraph, sentence, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole or any part or provision thereof, other than the part so declared to be invalid, illegal or unconstitutional, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 6. This ordinance shall be in full force and effect from and after its adoption by the City Council and publication of its caption as the law and the City Charter provide in such cases. SECTION 7. The repeal of any ordinance, or parts thereof, by the enactment of this Ordinance, shall not be construed as abandoning any action now pending under or by virtue of such ordinance; nor shall it have the effect of discontinuing, abating, modifying or altering any penalty accruing or to accrue, nor as effecting any rights of the municipality under any section or provisions of any ordinances at the time of passage of this ordinance. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, this l Oth day of January, 2006. By John Mondy, Mayor ATTEST: Carole Ehrlich, City Secretary Ordinance No.2006-02 Zoning Case 2005-21 Exhibit "A" Legal Description Zone Case #2005-21 ABSTRACT A0716 PATTERSON, WILLIAM, BLOCK 1, TRACT 4,ACRES 1.137 with an address of 2695 Country Club Road in the City of Wylie, Collin County, Texas BEING situated in the William Patterson Survey, Abstract No. 716, Collin County, Texas, and being a resurvey of a called 1.138 acre tract of land described in a deed to Dennis Bell and Dave Bell, of record in Volume 4765, Page 3150, Deed Records of Collin County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod found for corner in the south right-of-way line of F.M. Road No. 2514 (Parker Road), at the northwest corner of said 1.138 acre tract; THENCE South 89°22'27" East along the south right-of-way line of F.M. Road No. 2514, a distance of 160.10 feet, to a 5/8" iron rod set for corner at a corner clip; THENCE South 45°02'08" East along said corner clip, a distance of 72.23 feet to a highway marker found for corner in the west right-of-way line of F.M. Road No.1378 (Country Club); THENCE South 00°52'13" West along the west right-of-way line of F.M. Road No.1378, a distance of 189.70 feet to a 3/4" iron pipe found for corner at the southeast corner of said 1.138 acre tract; THENCE South 89°48'39" West along the south boundary line of said 1.138 acre tract, a distance of 208.71 feet to a 5/8" iron rod found for corner at the southwest corner thereof; THENCE North 00°05'40" East along the west boundary line of said 1.138 acre tract, a distance of 243.16 feet to the PLACE OF BEGINNING and containing 1.137 acres of land. ABSTRACT A0716 PATTERSON, WILLIAM, BLOCK 1, TRACT 5 ACRES 1.002 with an address of 2675 FM 1378 in the City of Wylie, Collin County, Texas BEING situated in the William Patterson Survey, Abstract No. 716, Collin County, Texas, and being a resurvey of a tract of land described in a deed to Dave W. Bell of record in Volume 5638, Page 579, Deed Records of Collin County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 3/4" iron pipe found for corner in the west right-of-way line of FM Road No. 1378 (Country Club), at the northeast corner of said Bell tract; THENCE South 00°05'40" West along the west right-of-way line of F.M. Road No. 1378, a distance of 209.06 feet to a 5/8" iron rod set for corner at the southeast corner of said Bell tract, from which a 3/4" iron pipe found for reference bears North 89°48'39" East, a distance of 2.16 feet; THENCE South 89°48'39" West along the south boundary line of said Bell tract, a distance of Ordinance No.2006-02 Zoning Case 2005-21 208.71 feet to a 5/8" iron rod set for corner at the southwest corner thereof; THENCE North 00°05'40" East along the west boundary line of said Bell tract, a distance of 209.06 feet to a 5/8" iron rod found for corner at the northwest corner thereof; THENCE North 89°48'39" East along the north boundary line of said Bell tract, a distance of 208.71 feet to the PLACE OF BEGINNING and CONTAINING 1.002 acres of land. ABSTRACT A0716 PATTERSON, WILLIAM, BLOCK 1, TRACT 7 ACRES 1.002 with an address of 2625 FM 1378 in the City of Wylie, Collin County, Texas. (Additional Tract for Revised PD #2005-25) BEING situated in the William Patterson Survey, Abstract No. 716, Collin County, Texas, and being a resurvey of a tract of land described in a deed to Robert Marion Young of record in Volume 1295, Page 185, Deed Records of said County, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod found for corner in the west right-of-way line of F.M. Road No. 1378, at the southeast corner of said Young tract; THENCE North 89°49'15"West along the south line of said Young tract, a distance of 208.71 feet to a 5/8" iron rod set for corner at the southwest corner thereof; THENCE North along the West line of said Young tract, a distance of 209.12 feet to a 5/8" iron rod set for corner at the northwest corner thereof; THENCE South 89°49'15" East along the north line of said Young tract, a distance of 208.71 feet to a 5/8" iron rod set for corner at the northeast corner thereof and being in the west right-of-way line of said F.M. Road No. 1378, from which a 3/4" iron pipe found for reference bears South 89°50'52" East, a distance of 2.16 feet; THENCE South along the west right-of-way line of said F.M. Road No. 1378, a distance of 209.12 feet to the PLACE OF BEGINNING and CONTAINING 1.002 acres of land. ABSTRACT A0716 PATTERSON, WILLIAM, BLOCK 1, TRACT 8 ACRES 1.000 with an address of 2605 FM 1378 in the City of Wylie, Collin County, Texas. (Additional Tract for Revised PD #2005-25) BEING all that certain lot, tract or parcel of land situated in the County of Collin, State of Texas, and being out of the William Patterson 640 acre Survey, Abstract No. 716, and being the same one acre tract of land conveyed to Kenneth D. and Mary E. Ellis recorded in Volume 645, Page 493, Deed Records of Collin County, Texas and being more particularly described as follows: BEGINNING at a 1/2" iron rod found for corner in the West line of F.M. 1378, said point being the Ordinance No.2006-02 Zoning Case 2005-21 Southeast corner of said Ellis one acre tract, said point also being the Northeast corner of a 1.002 acre tract of land conveyed to John E. Martin and John D. Martin recorded in Volume 5453, Page 2797, Deed Records of Collin County, Texas; THENCE North 89°52'43" West, 208.71 feet along the South line of said Ellis tract and the North line of said Martin tract to a 3/8" iron rod found for corner, said point being the Southwest corner of said Ellis tract and the Northwest corner of said Martin tract; THENCE North, 208.71 feet along the West line of said Ellis tract to a 1/2" iron rod found for corner, said point being the Northwest corner of said Ellis tract and the Southwest corner of a 1.00 acre tract conveyed to Robert Marion Young and Charlotte Rhea Young recorded in Volume 634, Page 372, Deed Records of Collin County, Texas; THENCE South 89°59'08" East, 208.71 along the North line of said Ellis tract and the South line of said Young tract to a 5/8" iron rod found for corner in the West line of F.M. 1378, said point being the Northeast corner of said Ellis tract and the Southeast corner of said Young tract; THENCE South, 209.10 fee along the East line of said Ellis tract and the West line of F.M. 1378 to the PLACE OF BEGINNING and CONTAINING 1.001 acres of land. Ordinance No.2006-02 Zoning Case 2005-21 Exhibit B (Conditions of the Planned Development) Zoning Case No.: Conditions of the Planned Development District We are proposing to include additional land into PD Case #1005-10: the already approved rezoned property at the Southwest Corner of FM 1378 and FM 2514 in the City of Wylie, Collin County, Texas. Two tracts of land, 1)ABSTRACT A0716 PATTERSON, WILLIAM, BLOCK 1, TRACT 4, ACRES 1.138 with an address of 2695 Country Club Rd, and 2) ABSTRACT A0716 PATTERSON, WILLIAM,BLOCK 1, TRACT 5, ACRES 1 with an address of 2675 FM 1378, (the "Bell tracts") were successfully rezoned earlier this year by P&Z and City Council(Case#2005-10)from AG to PD. The additional tracts of land to be included in the PD above, 1) ABSTRACT A0716 PATTERSON, WILLIAM, BLOCK 1, TRACT 7, ACRES 1.002 with an address of 2625 FM 1378 in the City of Wylie, Collin County, Texas (the "Young tract"), and 2) 1) ABSTRACT A0716 PATTERSON, WILLIAM, BLOCK 1, TRACT 8, ACRES 1.000 with an address of 2605 FM 1378 in the City of Wylie, Collin County, Texas (the "Ellis tract"), are adjacent to and south of the Bell tracts and shown in Exhibit"C"herein(shown shaded). We request no changes from the conditions from what has already been approved by P&Z or Council in case #2005- 10. This Planned Development is proposed to include all uses allowed within the existing Neighborhood Services (NS)District with modified and additional uses. Below are the General and Special Conditions already approved in PD Case #2005-10 and we request the same for inclusion of the Young and Ellis tracts into the PD already approved: A. General Conditions: 1. This Planned Development District request shall not affect any regulation found within the Code of Ordinances,unless specifically provided herein. 2.All regulations of the existing Neighborhood Services(NS)Zoning set forth in Section 4.1.A of the Zoning Ordinance(as adopted November, 2001) are included by reference and shall apply as specifically herein. B. Special Conditions: 1. The following uses shall be permitted by right as functions of the PD: a.Automobile Repair,Minor b. Car Wash with Attendant(Full Service) c. Club or Lodge(Non-Profit) d.Food Processing e. General Merchandise or Food Store 5,000 s.f. or less f. General Merchandise or Food Store 5,000 s.f. or more g. Household Equipment&Appliance Repair h. Motor Vehicle Fueling Station i. Personal Service Use j. Restaurant with or without Drive-Through Service k. Financial Institution with or without Drive-through Service 1. General Office m.Medical Clinic n. Dry Cleaning or Laundry,Drop-Off or Self Service(On-Site Dry Cleaning) 2. The following uses shall be permitted with Special Use Permit(SUP): a.Animal Clinic or Hospital b.Automobile Rental c. Car Wash without Attendant(Coin Operated) d. Equipment Rental e. Home Improvement Center,Lumber,Brick, or Building Materials 3. The drive-thru service window will not be located on any wall that is facing public streets 4. The applicant shall be in compliance with the existing NS code in every respect with exception to uses indicated in Section B.1 and B.2 above. Ordinance No.2006-02 Zoning Case 2005-21 4444444.44.4 �,,, ,,,,,,., .,..�,,,,,,,,,,,�,,,,,,,,,,,,,,,,, t ou w I � o ! � �I , � l �,�� C T�, �� 1 �V � .i �I' �au�I'aii.�","�,.,�.„,.,o .w",x�„��.,„µ �.,"o",��,.," ,„„,,,,,.,„1„„,._ "."w " "„,..,„...„..i. R�»�« � ."" ," " " � � p i. .," .,, " „. ,rv"x �y11' 111 ''ifi,' PI I ! '� �I� 1111111111 11 udr 11 Wr 1 V l �„ m .,, ".., ,, I�IVy, Nl 1.�..,, i11iIl, oi, 'e"" :11 ".1ur wuuI lIw I lli�l� i t ,p0 0 , '.,'10 I. 0 . 1 1, a� I l'll'I� ' I'','I I i' ill l' ' ' I! P„d�h' . « iIII'. 1,1. �� ,w � rv�, V � �q,�n :t I�1 µ U YVm t ,o M'" x l„d"Ig ^ .In 1 y G lidl h!oith 1 Nf" V ehh,N'°,a N�h!, t , 1 � 1 lu!!8Nh � 17 1 I V W I'4IgI1� " �". " � r Rod M 1,, 1' ii, i , I I ^ 'I ry " , � m1;1 .. 11 l' „« . Iri l,lyd 'I�,III�I1I0110,V'hl',, � , IC' , i 'ill ''�N I;, I iI V ,�. .."�„� �.� � y Y lv I �� . � � �IN i II 1;"� � � ,.x..,rv. „i i 11 111„�IM111�Ii41R,11VV'Il„a�q„li,I1dI;IVN1l�,j ly,f1;11g,11;;1�lrr1'I I,I"1I�1,11�,11'1h1r, I.np+o,111.I;i�ll lNIl1,,,I,,a�I'"d�1,rlroC„rI,l�,,'IP h1111�111',1 1'd11,',',1,Ii,1l,; ",:" � 1I,I I,1" ii „ I NNo � I,, „ 1 ,w� ' I II r"r P Iw'I,YI �llllV,111,11ill;l'i4 ltil�!11'u17'''1'1 1II'�bI I!II�a„W11l lna�,1,I�i1,,yI�I,+IItl,u,I,,11�,,,,,,,„V;;lYu l,ll,ryJ'„Ill,,I4H1IIp,,4lul�,iIlu4YJph,,"^i d,IVlIl l,,,'nYm',',Y�°�.,....,.„„...,t„„,w. ..,) ,,� � pd d NI v„ N!'l 1 ; $ 1, " Il� "�..,�,m" "..�„„r." "m� i' i ".. IMI 1� lri�ii N'� IIII II''1'dp Wlil', ii'• �'Si of ,, fi,il IIH pV w,,,, y� ll'Vl .«,."„", .� "W. ,ry "" lvli 1' ,,,,. ' .,,,,,,,,,,,,,,,,rvw",»,," i ""rv,.,..„,_,, ,w,....,,.,.i 1''i vlil- .�..��,� II II .„,1„—,J..„"'w�,.,.ns.�,".,,A.wx,x ,�'l w".�w nMYxm�.�„�x,"w. i, II,I^Ypl� � � r �" 1 il�r uMI '`'j N nef M �IY,"; vtw,1 d1,,,,,I,,,,,� ',,,,:19111,w,,l„d Y ��urfr�,,,o I„u„I ,.I. I,�,uw��l ,'��uf ��Y�� llllliii ""Ili,lll,I 111 y � �'�l�"��' II�I�V��',i;11��,w��,,,II I',�,,I�w1 II+I,d II��lul�� ,��Iw i�jj�l ul; �� 1� � "1�q��N 1 �mmu"m, I u / I, 1 gl,xvu,Mw,rn� kf „aro��x' 'N, ,f,, "II""'� 11 i r „", .,,"„"„, .„"li",,. .0 ,. ..wrv.""1„ ,., m, W" „`x"",,.y,.". I�"„n .,"., ,, rv,,,,,,.,,m Yn11„, �11'lu tg fi°�' ; ; IV i r } I � YI f 11 � � % f; � �I � I� � " r'u0 ",, � , r 4 r r r It ( i I �1 �I Y✓ �� i � ( i f {� IJ! � ! ; f� 1 U w��Il� /n%'� ,,d",,'` •*+y� 1��' Ij��IIN f / P r I 1, 1 (� � K I 1 'I V,,,, /f 1 1'�' u",N1 Y,,/ I(t k 1! ''f' n i G ) y Y 6 II 4 y ��""r"ry... '1 �� 11 �,. �.,,,I� 1r�a1�lh`'�� o,,.�„col'� r n,,,;n,a^m " 11x,,,",,,,��,�x,,,«.,,"Ind 1 11 .., '��i�,',i1 /f;; ',," ( ,"„„„".„..",!w"".",.xa�3.".w" '" 'm�,troy; '�,, �wr""" „ '''„�„" mI�A rm�„'4' and"r,'m „lo 'i,„„„,.,�.,"„,,,.,„L xr„f�"��„«,Ill r I I� // 0,,,,4r m�'""�wx�"",."rw."+"wly^ �„w,ry 1 " �� "m,wx«w+.�.w.,;y,.w,"�„e",r»w""',nl '; �Ix "' �aA 1w1 ,x��4f�,,u✓� , ,ral r" „e��"w,. I, ',�p, p'! ,.�""�„„1- ."".w.w yw-1 '',77"'wm�mul1„ r '' ' If 1, ry '/l' i 11 ,�",k,","""r✓www.w..,.,�,ww, x ,,,,,�r,��.�.x,,,�,,,„..,f ey,', ,, Iifr,, �,rv�nP /w�J' N„ "m i ffww 1,"".x,II,,,�,' 4 ` h i J d '� % I „rva �J tis„v, ;�' 1 "'�4, h�, w,,,.„, �Ih„^ ^,� "' N,,"�f "' 1F,,,,,.,,,,,,„ ,,„"„"N'jl,,,i,i^�, WI i' i !- i gl Y 1 1 I y ' 1I „ " y, , ^„,,,lll„ I E t � x,,,,x,,,,, I " dr, a "n,,x,^'u,' t I 4 u 1 3 n'^�u, v1n ^� (1 1 I�,,,, / / r t , III +uyV, m, rvbu"" y r,„Il ( 1 r ,,,,�i,,,, 1�I, I f ^' P � � I r f 1 r! �i' q �m h �€ W�( l [ i� i ,, 4, N "vry my, I'' '',,,,�'��d IF � If, „(,�,,, „o' ''MN'�� wnf,a nlyil �e,,aw°, ��, ,, -� - Y '°i',,�'i�, „ "°qa, fit. '^w r'!V1 �.,,,,��,,, 1�,I x II ImWrr 'f 7g. np qyl� '11 � ��'i i �,u f ..,,,., I„1 �y fl lY j1, '" ^ 0,,,�,,, x��l, „,x"w"'-,w+MF"7, I;1! ,, ,,, 4,„ f,,,x x,,,, wx, °'� I f1, Ill: P " , , 1p, f V I �xwn � �u 4 � � � �ra ✓"•' iiiiiiikt HrvI nVV�1� '!', INI vWh MM rM I I `��oI � „41„I II I Ne r,W 1ir ' :f° 111 1. ,, , w„ $ ri „i t"x°„,ux '1/4, „m „nYrxq aN '� w11011111111, hillill4110,4i.,' ,t {^ I 1� IIIIIR fi°„ p I1"i ,t d r,„ ,,,/ � (, Y� N 0(� xTW M^x,��^ �'''�t qny"n m � .Y D V � � I� 1ff �I, AI r f w✓,iiiiis " o�9�Kd4' i„,,,,,,,,,,,,,______„....„_„_,„.„„...„,_„„ ,y�1', II �w x . x .,w m. ,„r1, enf 1� � I 101111 '„ y 4 ,� y A'„ Nr YAI M4 V ( Ifr4t")l�.,,,,r,,,,,,�,,,,,,x,,„7 ,b Jd,✓� ^,,,;,w� , � 7� s 1 rI IAtl "1l1 ' I,rI,�IP� gyp i , h r 9 r � II„ ,x ,` L '','Oilli :',. I � ,,f r I4$ i 8 I, "" ","*"""„rw, -' ; ""1�, 1 '9,f 1 "�„ \ i 9 II f I k,` I siliggii -1I1,,,ai �" � fm 'I k1 ,,,,(",,,,, ('"1 I''' 4w1,w1""1 ,1 .4— ,m /n,,,yy,^,,,,,,,,, YI ,,,�,,,,,,,,,,,.,,,,,,.,2'I �I1 !„�1��.l w�. I M MNn u �� i,'g�4 p �,M I f �^MN rN h "1��Mfi' » P, I( 1�..,""„"�wI 1 ' ` a` ,, " ,. f ,,-- — I VI J," ,,, . " ' "' Ilegageggiin I p , II ,1 „,„:1,,,....”',, "w ,r , ., ff'e ,i { r ) 1 snip y� j4„rY„„„ NPA,er, '''' ,.,,,4J, „ ti t � { ( I ',''�,� i,n„w mani xu'i'{I,ry� n , I ,r,,,,,, ,,m,.,�,,,Jr„ ,,,,,„ '" m Y' ' � w�1�'�11 I %hhh h ,uh (»,,. i,, J ,f , , ,,„, 4 iry J ,,r 1 liiiiiialot W ,„,„_„1„:„,:, 1 „,I%,, 'i 8 „wwro,Mwnnw1owawuiw�iwmu.wrmw rw ''',,,,,,,1,, I f � 4� � � u � , �7 Jy !� �. . �q �� 1 11 i I yl 4bNG „ t,, N II',I'� r. ^ ��a �Yw�� 2 f I f i r � I f^ l I ram' ' ' A I d I xq " ,''^ aI ll l",,,illlli l i'IN u l , rv",I, 1 "1 ,1 * J„ , „ ., II, , J , Arf4 „ s ( 1 1 � r 1 1 k ' , 4 � ' " Y, 1 fi � �1 ww '"p I" I ( l r , ,r ' � I � f l I � J k 1 � I PIl 1 4 ' �Pu' ry nk� ti ��x �1� 144, w ,�a�� w+w"wwww wVIa; 4 1 1f � (� � � rv, ' °'. Iiiiissiisiossis 4 V�rv� � � ,,,,, .." i ql�„r ""µ f ' � ' � � m� I k I� �� ,n.1;� fry "^^" 1 ------Cr1� 1� 4 I n "� ,. p ... � ly,, � d I��w„„,,xiY1 ��w,amesommomm ,,,,, r f , / , , w x,n,,I"k� I, ,, limorsenel ,, $ I� , ,, ,, � � ', ; "q„x — p / I I � � n ^ q 1 �,,x�,x l" ,i;'�"��1 ,, l � � a 4 , "",".I„"7,.� � wv "7ry ,u1. I 1 � r T .,�w, , "y, "1wmm�w.�"r " ;" k rvp J " J f ' "xww' „wxx"wv'" Lo cATI 0,,„ 1 AP zo 1,1:I , ,') G c4,411isE #2, 1 r 1,0 5..2 1 ..,.,...,,e,ma,.,.,��.��„�ae.,,,��nzon,�,�w,„"rwnw.9crwa„"a/mvwunuN;em.,d�r�aluulauuawure,�na�Ymrm"®uoumnou�„wmwuurvurrn,v,,muna�,�,merw,u�a�ara�a�Def.m�„r�„vrma®Iwwr!�rN"rm,��reurr�mLtrwmrw�Ar�m�m�u r✓'(4// NaIIIJ/1ll,Yfl4N/00!///,+11ffJl9p�%f/NNH'//'dlfJJfJJffffPuOlfd'dnremiaNH/%f/�npal,lllXrl�UNlraI1041,ii/A�nlmfr/,'Salrflf'fN'iffWNNKKN1r,U5Hh9IHr'Dbl'/,INrtl/rlfyifdrfOW{ ..m�,.�.nmmm�amxr✓,mmlmomvsm„✓„mlmumrr✓uldin,Tam/A/a/08/K//O�tmmmffRfmKfflafif0@rOOlP7B�i`(�lU1PJLN0lJbQ/i,(IOiDD/J119,.1k,5✓✓1 FM 1378 (COLN Y CLUB) _--, 2 LAIN ---S _ WIDED ------ - --. R 90 .OW;-------- ------ -- - --', _ _ --,-- 825' , 200,67 209.12' 7 - __ , __ * -, -_,, _ :_, ,- _____,__ --,„ ---,._-, ----*„,-„ _-:,- > . _ , -- ,• • cin b , _---,'_,---,----2.- 2-,:-;.' ,----.---_-_-_-_.;'---_- -,----,,--- -_-,_, _ i, ,-..?' - ,,, 'a,---_-,,,,,, -r,-----‘---,.---------__..—--,..., --4_,, : , „,... rI4 Z 1 I'II , 12, - . ,,--.,------— ,----,sr-7- ,__-It-Z,zt __-,_,_-_-_4 •-,,- ---L"-- ---_---f-- - -.--,,i __ A -s.---si Z.---„,,,,,,,_ _____,--_______„,„_,_,,,,,,,,,,,,,,,,-Av — ._ ---- -- -- -------N- PROPOSED SITE NAN ,_ coNcEp AL oNTy_ I_-:-_-_:____ --,---.-- ----------- k J. ,,,._ 7,7-----,,,,-,- . ,NIEMA, N,A Tr,A,SME ARLA 4-14.1ac ,,:',. WI'''I IIIIIITII.;—.IIIIIII ,:-I-I II;III"III-II:I-I,' IIIII-i7I—*-*-4',4—I*III:I-I,II -III*, a,, -.,*- ___..._ _-_--_- '1 ,, ...It, -5- ... ,T.,-I'I II'I:II PROPOSED ELEVATIONS --A-c-,,;,-,-,-- _ CONCEP AL ONTY 04 rAr-V1,FVATION I .5,—. .... I-....., ' \ =-,-=-=--- ---'-:-----==- ,-,---------,-,,=- ---=--,---- -=-------=--,,--t-=-------' -=----=--------- ------ --- -------------=-------- -----------=------------=-------------- --- _ SI-1GD rehiteets/Enzineers -4350 T Freeway - 0500_5 Sneet #: 1 ' Uri =,T.(3-4---itit1. 07,5 ,7' NOTIFICATION REPORT �Laifklalliiiiiiiiiitil TAX I � -10— —- - iiiill isfottant-Strivhai WIT:11m- 6350 Lai Freemoy,Sufte 163 ' • tip, LP 17X1Itm.Taos 75240 iAbst 716-1 Try 4 R-6716- 1-0 _nis-__.; =Tr:65 1 Canasta*Drive Mal Texas 002 Wt, _ _ _ am Abst 716-1 Tract 7 R-6716-C131-01070-1 . 1 • le Tacos 7W-it 2605 FM 1378 0 6 Abst 716-1 Tract 8 R-6716- 1-01 1 Kenneth Ellis Wylie,Texas 75098 6935 T yia L II Abst 716-1 Troct 9 R-6716-1M1-01090-1 :,•4k.'''' Weil) Wylie.Tacis 75098 8 Aixt 71&1 Trmt 32 R-6716-001-01320-1jms le texas 7 8 9 II 111.11.1111111111 _ --._ IIIIIIIIIIIIIIIIIIIIIIIIIIEI r -; rC-Al....' X 7 j.N..1.\, - 1 b , ,,. h. limilmo A: ,„ ., ....... , i , .",,- ,, ;:.„,,• 4. 4�" ,,._ , "• N „.... , ,, w „.,,, ., :,..,r ov„. „„,..„,„,„•. , ... . .„ 1 ,,,, ,": „ , ,,,...:,„.„,,„„„„,„..„.„,,:„. •••„,.•-1, ,. .: 4 , - ,..!,,.,,.:......,:4 ' I I 1 �4• � ww i :',. fr: n. ::,,,,,,„:„.....,;,...., „,,,.,,,;„,,•,,.....„1 , .;,„..,,,,,,i., 1 , ..,,,,,,„,„„..,„,,,,,1 1 , , , , r,„ ,, I #+0 m � wwrwww .ww�woww�� . w...rrrxu . m �� w +wwwwwrw� , ,, ,I. A. litp r,;.,;: ''!l')''''';•;'..''' ':,'','a'';:';,.;',,;.,;' ;;;.',',.; .'..',.;';;,;,':';;.',';.;.,,;,'.;.'';;'•;;;,'1';. 1. , , ,. I .• , , , • ' H:Tr' 0, 1 ,:,..4., Ii I I wr' w w . ... 1 1. , A- 1/6P ;,;.',*'.;.' '; ow ;, it ;1' 1 .,. . '„ 1 rr 1 , b' tir 1 , , :"; �� w�r wrrwwiwww .. .. x aww.ww m nww.w.rnn w rc�w. rxxiw.w.w awwwwxwwr� � °� +rrrwwwR, . , ,A 47,147 , ' ,'i,),..,;1 1 , 1 „:4,.., ,, ,, , , ,•,...:1, A,,,k 1, '•I'r 1 • .._ .. __I,.. .., .. ., I., . ,, ;,„„,„,„ . 1 ,..0i , A.11/42 • , ''. .,,..,, :.„.„,,,,..„,,,, i:,0, :'',.:,',,,,,:vi . i : 1 : , ..r 1 : . .,:, 'rr i3 , , , . 1.----: ,„:„,,,.,,,.....,„ 1I ..:, , III I I, , „, I • X ,...•:,..',7,,..-„,,'.........•„i..,''''''', , . 1 , , ..._. . , _ ,.., ,„.......',..„,, ,,i ., . , ,. .1. IA 1/4" ;.,,•.,. , .„„ ..,, , •„,„,,,,,,,7„, ,,, ,., ., ,•:;,; , i fr 67; , ,,,,,,,,...,„,;,,,.:, , , thL , , .",,,.....,, i. i r µ , , i ,, 1 1. . , . .. •, ., •••••,• , , ,„,. _ , , _ „.1 . , ,, 1, . , , „ , ,awwwwww+w.w� w.w.wwww� � �. w,� .�.rr..ww� . w.w�wrn a w ..ww..w..w w , ,r..r.rw+w� w. .r+wwwwi.w „� ,� ,, i, 1 , , : , ti, I' '''''' 2.CC) 1 ' 1 , ,, , , 0 ...---.. Fo,:c....., PU LIC COMMENT FORM (Please type or use black ink) Department of Planning 2000 Highway 78 North Wylie,Texas 75098 I am FOR the requested zoning as explained on the attached public notice for Zoning Case #2005-21. I am AGAINST the requested zoning as explained on the attached public notice for Zoning ...__ Case#2 5-21. Date,Location&Time of Planning&Zoning Commission meeting: Tuesday,December 6,2005,7:1 pm Municipal Complex,2000 Highway 78 North,Wylie,Texas Date,Location Time of City Council meeting: Tuesday,January 10,2 6,6:00 pm Municipal Complex,2000 Highway 78 North,,Wylie,Texas Name: (please print) Address: -GI , . . ......--v, ". .. , Signature: Date: , COMMENTS: i - .0. ,„.., . _ • _ _ CITY OF WYLIE Item No. 4 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: City Manager Prepared By: Mark B. Roath Account Code No. #: Date Prepared: December 29, 2005 Budgeted Amount: Exhibits: One AGENDA SUBJECT: Consider and act upon authorizing the City Manager to proceed with the Scheduling and Financing Plan for the 2005 Bond Program. RECOMMENDED ACTION: Approve. SUMMARY: Attached hereto are Memorandum No. 05-136, and Attachments A and B, which propose a Scheduling and Financing Plan for the 2005 Bond Program. APPROVED BY: Initial Date Department Director: \ City Manager: MBR 12/29/05 1 THE CITY OF WYLIE MANAGER'S MEMORANDUM DATE ISSUED: December 29, 2005 MEMORANDUM NO. 05-136 ATTENTION: Honorable Mayor and City Council Docket of January 10, 2006 SUBJECT: Bond Program Scheduling and Financing Plan I. SUMMARY Issues: 1. Should the City Council direct the City Manager to implement the Scheduling Plan for the 2005 Bond Program as shown in Attachment A? 2. Should the City Council approve the Financing Plan for the 2005 Bond Program (Phases I and II) as shown in Attachment B? Manager's Recommendations: 1. Direct the City Manager to proceed with the Scheduling Plan for the 2005 Bond Program. 2. Approve the Financing Plan for both phases of the 2005 Bond Program. Other Recommendations: None. II. BACKGROUND On November 8, 2005, the citizens of Wylie approved seven (7) propositions, which included the entire Bond Program presented to them. The propositions were as follows: Propositions Amount 1. Street Improvements $38,000,000.00 FM 1378 (Brown to South Intersection of Parker) Stone Road (Ballard to Vinson) 1 Brown Street (FM 1378 to Ballard Ave.) Brown Street (Hwy.78 to Stone Road) Alan's (Twin Lakes Subdivision to FM 544) 2. Sidewalk Improvements $500,000.00 3. Fire Fighting Facilities $1,500,000.00 • 4. Parks and Recreation Facilities $6,965,000.00 Community Park Founders Park 5. Recreation Center $10,200,000.00 6. City Hall $8,645,000.00 7. Library $8,140,000.00 TOTAL BOND PROGRAM $73,950,000.00 With approval of the Bond Program, the City Administration began working to develop a Scheduling and Financing Plan for the above projects. The guiding principles used in developing the Scheduling and Financing Plan were as follows: 1. The Scheduling Plan should acknowledge immediate health and safety concerns, if applicable. 2. The Scheduling Plan should be manageable that is, the City should not undertake more projects than it is capable of managing successfully. 3. The Scheduling Plan should take into consideration construction project phasing, if applicable. 4. The Scheduling Plan should allow adequate time for each project to be properly designed and/or designed and right-of-way acquired. 5. The Scheduling Plan should be cognizant of the City's Annual Operating Budget limitations, especially in the area of staff needs for proposed facilities; therefore, the plan should allow for both the gradual construction of facilities and staff hiring. 6. The Financing Plan should reflect the City's future assessed valuation. 7. The Financing Plan should reduce administrative costs where possible namely, the City should seek a plan that limits the number of bond sales and therefore the cost of issuance. 8. The Financing Plan should allow for future bonding capacity for other City infrastructure needs. 2 9. And, the Financing Plan should attempt to capitalize on the favorable municipal interest rate environment, where possible. Ill. DISCUSSION Proposed Bond Scheduling Plan: Attachment A reflects the schedule and drawdown plan, in phases, for the 2005 Bond Program. Phase I, to commence in March 2006 and continues through December 2008, would involve completion of the following projects (design, right- of-way acquisition, if applicable and construction): • FM 1378 (Brown to Parker) • Stone Road (Phase 1) • Alan's Drive • Sidewalks (Phase I) • Fire Station • Founders Park • Library Moreover, in Phase 1 the City would also design and acquire right-of-way for the following projects: • Stone Road (Phase II) • Brown Street (Vilest) • Brown Street (East) • Recreation Center • City Hall To accomplish the above work, the City would need to issue $35,325,000 in General Obligation Bonds for Phase I. Phase II, to commence in January 2009 and continue through December 2011 and/or until completed, would involve completion of the following projects: • Stone Road (Phase II) • Brown Street (West) • Brown Street (East) • Sidewalks (Phase II) • Community Park • Recreation Center • City Hall To accomplish the above work, the City would need to issue $38,625,000 in General Obligation Bonds in Phase II. 3 The pros to the Scheduling Plan are as follows: 1. Road projects are phased to reduce the construction impact on residents of the City. Ex: FM 1378 and Brown Street (west) are not scheduled to be constructed at the same time. 2. Road projects that are designed and/or partially designed are constructed and completed early in the scheduling process. Ex: Stone Road (Phase I) and FM 1378. 8. Road projects that are extensions of an existing project are initiated and completed early in the scheduling process. Ex: Alanis Drive. 4. Road projects are designed and acquisition of right-of-way is initiated early in the scheduling process that is, even though some projects are not commenced in the initial phase. Ex: Stone Road (Phase II); Brown Street (West and East). 5. Sidewalks funds are split between phases, which allow the City to evenly expend the moneys including the 1999 bond funds for sidewalks. 6. The facility construction is spread between phases, which reduce the fiscal impact on the General Fund in hiring additional staff. Ex: The Fire Station and Library, which both require additional staff to operate, are in a different phase than the Recreation Center and City Hall. 7. The Fire Station is constructed in Phase 1, which immediately addresses the safety issue posed by not having a third station in the City. 8. Improvements to Founders Park are constructed in Phase I, which resolves the City's immediate need for more athletic facilities. 9. The Library is constructed in Phase I, which addresses the immediate need for additional space as well as allows the City to commence the renovation of the existing facility in early 2009. 10. And, the Recreation Center and City Hall plans are developed in the initial phase, resulting in those projects being ready for construction after the second bond sale. The cons to the Scheduling Plan are as follows: 1. The Bond Program is spread over several bond issuances. 2. And, the proposed facilities are built in phases versus all at the same time. (Note: The City Administration would propose that a single architectural firm be engaged for the development of all or most of these proposed facilities, which would allow for consistency in building design.) 4 Proposed Bond Financing Plan: The Financing Plan is proposed to be accomplished through two bond issuances as outlined in the chart below: Bond Issue #1 Bond issue #2 Issuance Date 03/2006 01/2009 Total Bond Issuance $ 35,325,000 $ 38,625,000 Net Bond Proceeds $ 35,325,000 $ 38,625,000 Estimated Annual Payment $ 3,000,000 $ 3,555,328 Estimated Bond Rate 4.90% 5.90% Note: The cost of bond issuance will be funded through the use of a Premium Bond. Bond proceeds are expected to provide construction funds, all related costs of issuance, including but not limited to fees associated with underwriting, bond counsel, and trustee services. Annual bond payments on $73.950 million are estimated to be approximately $6,555,328 at projected interest rates. The actual interest rate and annual bond payment will be determined at the time of each sale. Federal tax laws governing tax-exempt municipal financings require the City to be reasonably certain that most of the bond proceeds will be spent within three years of the date of issuance. This Financing Plan complies with Internal ternal Revenue Service (IRS) arbitrage rebate spending restrictions. Even if IRS requirements were not an issue, reducing the number of bond issuances should help the City lower its overall cost of borrowing. The pros to the Financing Plan are as follows: . 1. The Plan adheres to the Federal tax laws, which require that 85% of a bond sale be expended within three years of its issuance. 2. The Plan tracks the design, right-of-way acquisition and construction of the various projects in an orderly fashion. 3. The Plan increases the borrowing of funds while municipal interest rates are lower; thus, reducing the overall financing costs of the Bond Program itself. 4. And, the Plan seeks the fewest number of bond issuances, which results in less administrative costs. 5 The con to the Financing Plan is as follows: 1. The Plan requires the City to expend 85% of each bond issuance within three years. IV. CONCLUSION On November 8 2005, Wylie residents approved the Bond Program. Approval of the Scheduling and Financing Plan is the next step in carrying out the Bond Program. V. ALTERNATIVES Direct the City Manager er to develop a different Scheduling and Financing Plan for the 2005 Bond Program. If you have any questions, please do not hesitate to contact me. 7edd.. if. a. MARK B. ROATH, City Manager Attachment A Attachment B 6 ATTACHMENT A d Program City_of Wylie Bond 1 Scheduling and Drawdown Plan 11111111111. cDeosnisgtnruacntido nR OW t35325,000 General W.'than Bonds,Series 2006_ 2008 swum nmi_ ._ Totals - - 24307 ..,..,- arrirt 3rd Ott i.,#„..,,...r. —— 3rd art 4th*rt 1-*''wu - - 1006 1st Qtr 2tid Ort 3,,d ort 4th art Qtr 2nd Qrt s mts 9.700.000 ----------::-----Y7_------f.---__-=L ---7,------,-r7 -- 3250,000 Streets 1150000 FM 1378 5---,,---2__---,-- -f713-4 -= 00000000 11o500o0:o000o0 _L75_00_00_i:oO9,0L=_ 3,0:01001 1500000 700.000 1,220000 Stone Rd-Phase 1 900,000 ----'1-- -L----- ---'-' --- ----'-'--'-----7--- - 500,000 1;30° ,__------- -,----__,-f--____,,-_-_ 7-1i-T,7--m----:w-----__ _--ji.f--_- _______________ __ti________ _:____ __ ____ ______ _ __._ Stone Rd-Phase 2 z-,----- -*-=-- --_,-_-..;-___-E.-m=_.----=---- ----w---------- ------ ----,_-_-%-wW -Cf7-,:"-i-,_,--,_'__-- ----T----------,------- ----- 2,600,000 Brown Steet-West 700 000 Brown Street-East _I. '--- ----'---- ----- ------ - 0(1-30652,000 800.000 1 I IIIIMISTa Alans Drive --150000'---- 6----65 ------7-------------- --- _7 7:1- - —91_005000000—51:71:50:000000 3336538000000 Streets Total 3,725000 mmis18820000 , 1,600.000 1500,000 -Sidewalks 250 000 ----------7,---- ---7-1_- _-----7,1 -_ --,--_-_-:,-_-,---------,---11- I. III 41 i" "'Ill 1 I I" ',7-----_-_,__---Z'_--T•---- 7--111-- --,-.1-f-- -------------------'-'<---' -'-'--- 0 Fire Station 3 -------- - .11111111111111 Communi Park ,T,:ii-,--„±-1-_,--- --_ _ „-------___----------- , , 600000 Ci Hall Facilities Founders Park ----------,--- -----------------7--m-- ,:,- ---t . .:-=---_— f-77---------------- --------------- 200,000 100,000 750000 1 750 GOO 1,250,000 1,000,07 2_50,000 5,470000 Recreation Center and Parks Admin __,_ ._____,. -__-- 1111111111MB ___.„—_ ------ ---- 545,000 - - --------- --,--- ----7-7,- ----- -: ,-,- .. 7,__ :„ -s,„„,-:=__-_-_-__m ---,__,---:---,--- IIIIII f-:- -_--,=-_- --_,-,_-- _--,_ ----------------- ----------- 35 325 000 ... --- 875 000 00 3 650,000 Libra Facilities _-,,,,,,,=,- ------47,771-2_:_=-7---,-w ____ ____:_.._____ _ ___-----._ 1 500 000 17°0000 1,900000 1,900000 825,000 imm.18.140,000 25 000 IIIMII. TOTAL 195000 730000 892 , 330 000 25,860,00 , 000 1 095000 2,805,000 6155000 6458000 7530,00: 340,984000,0000 34450000 35.3 . immon CUMULATIVE TOTAL 925,000 1,817,000 2,912,000 5,717,000 11,872000 18, , - --,-------.---7,-,. _ ______-_—_---------,w--- -----4 --: ----------'--w--------'---'-.--'-'-'-V.---'-'7----'------ --,---------,,=&,---------,----- ---- -,, -_--- -----'----.-- ---- .---''--.----- ''-'-----,-=-------'----'----------- -- --,-----7:f--IW- W7_ttfXITIT3."--_-,- -Mj-,-Z-E-Z -----__a ___-_-_--- ---,-w----------,--Wq-,=.1- ---A,-__;_.:- - --- --e- -'.---- --,M-,='- -:,-- ----,.------- -f-latAlt--1--- ----- _-- -___ ---- _-'-- ,-.1-111L-.-.-._::-,------ -.. 1--:-.- -,=--'-__,__________aill_a_-___-______-,- --,- :,_ -----.---- --------- ---- --,--------- -----,- --------f-,-- --- --- -;--- --;,--7,--_-- ------f ------- ---- -- -wjil-i-W,4i,f--=-1-__-__"-----,- ---:------- -- ----1 ,------ ----- - -,--_-,-4--TT ,, C-1--- 77-----ti------T77--- ____:75z-f-W____ __Sig- ___ T-*--_-- 4-I_ _3,--i--------7 .---':--- 7-ii ------ -----1- -----'.7. --1----71SE:if-7-1•±---21.7*L-1_if---.---2---1----Li =-41---4-- -_-7-1- _--,--,---- _-__ -_f__ ----_-_,-,--_. .- -- -_,: ,--,2_.-T,--„vil,m,i,i '''''------- --c----------'-----------------'-- ---:---- ---------------2-.-j--------------------'--- ---- --.-'------------ --1---' -'--- .-----'---E--------'-------=--. --'---------"--------- -'---'--'-'----1'--------'------ 7-----,------- ---------------i_-- -__-w-----z-------- .--_ =------ M,,-:;-_- ___:w-w_4-j-:_ -z-_-7cf:_._----t ;-_ t_o,__.__ _i___7 ---=-7 f----777-------t----- -7-:=- **&--_----- --_*--_---W-,--*- --'-l- -------7-7'.:z7-'Tz-_-_----:--- ----_, ----,--------__ ..---, =-7---,---------_7i_• -L._- ---,, --,----_---_------4:-3---w--W-T--,- -;----P-r-;17-EIM-T-_I_:-_;-11-- -_4a-_ --:4:-:-- :-a_-__:_--- .fi-I_---_--,---__ -----,--w__--If=----7---7-iT-_,Li----17---vikfi- --=-__-t---.----Li*-,-,:7--4*-1 r-,--t.---ET__- ------ ----i--,------- ---------'-'i-_„_,_;___7,;_L___ -_- -,-- -t-_, - w-i--___-T-7---- - ------_ -____T--.--- -:-,---w="177-‘----7z4- __47w:-:_ ------_-_---e•---f-;- ----r-- -i--t--zzz:_x_ -*-1-_4__a*--?_*_w----* -f-wyff-iniy---- *_-T--;,„:-- ,--- ,-,-----,-,=-----:-_-------- -7,__________-____-:-,- - --------__,_-.--,_--- -s,L---,--__-- ,--___± 4.7-_, :_ -_---_-,--;_ _-_,„-_-___„--- ____,-_-_-;___;_r_wAg_z_ __ilw- ,._.,_-___7 ___________---_7-.---„__-- _____„- --z .„-ww__„-w,--_-_,-----:, ___-_.=___._ •___ __--_-__E_----____-_,-ii-i,-:-__„__._____ _„_:_____,_____-___-_„_--7-- ww,-- - -r-------------'-----T'---7 1::--'E--:----;':7:----7-7.- -------- --''' I-I-:---1 --- ---.---7' -'-'--S --:1:--:ilf'-----1 t'r.-- -7---k-4--=:'- ---1----•4---i-------- ----,---:- --I i--W----------'-1:--7----'--'---:-- ----'-3-,---_.------z-------:---=------ -----=----z__.--'--_- -w---J----- -_--7--*-1,__:47.-----___;_---_--- -7-1-z---w--_--- -,-71,-------,_-----_-- ,_-__-1--t-----w-,, ------- ------:---*-w-- -z-:--- ---'---4• -----.-4-'---=------ 14-71217-TiTtif--------,=--=-7---- ,W----f- ------;--•-----_7_-_-T-__---------,_------ --------T___,"-7-----s------*-----..--_-7- -----__-,-*- _.-2-4__Lwz-1---- zz-A------ ;-7-__‘:_::___,-pt-w----T-f-- -:-=. ----_---_---- ---T•_-z-_----- -,'-_=--------- - - _____-!----_,--- - --,-------"WL-::-- -_-:------- -1,1---E--A-T--_-_,- 1-t--i"--_-:-i-----_-77-_*----- -:------t_L-:'---:,_- -----------*___E,-F_---*7t---w-----r----Ir-z-.--._-z-=_,-:F- _--:-i__ _z_---7 t-- -----------_-_ -_-_-_- m-------'---i-------=-t---z-, -T-W2-_-------:, -T-W --,-------T------z-----i---,-------1-+-----'-*-f---T-----------=---=-------------------- ----,---- -zz.------ _- ---t--'----7-w---,-__::=-_,-7- ----,--- _-------------- c Wylie ofBond Pr rani ATTACHMENT A Scheduling and Drawdown Plan Design and ROW Construction 11111111111. S8 62 000 General Oh ''Minn Bond,.Series 09 2040 �� `_ 1st 2nd tart th Q 4rt 2nd043rd tar 4th of - 4th Girt TOTAL TOTAL Streets FM 37 • 9,700,000 Stone Rd-Phase • �,�� 0 Stone Rd-Phase 2 Brown Street-West 200 0 ,250 0 ,250 001,500,000 1,500,000 ,500 00 580,000 ,780,000 9, .000 Brown Street-East Ala ww Drive • �;� � 0 Streets Total 0,0 4,30 0,000 5,250,000 4 2500 2 50 01,500,000 580,000 0 _ 0 0 siiii19,180,000 38,000,000 Fire Station 3 Communi_ Park 90,000 300,000 750,000 295,000 1,495,000 Founders Pam 0 5,470,000 Recreation Center and Parks Admin. 1,70 . 00 1.9 0.000 2,100,000 2,200,000 1,600 000 100,000 960000 7 10,200,000 inimm Ci Hall Facilities 1,600,000 ,800 0 2,000,000 2.00 , 0 660,000 40,0008.103 00 8� ,� 111111 Libra Facilities �, � ,000 TOTAL 4,110,000 8,050,000 9,690,000 8,750,000 5,510,000 ,935 000 580,000 � 25_ 3 950, 111.111111.1111111111.11 CUMULATIVE TOTAL 44,110,000 12.160,00021 850,000 30,600,000 36,110,000 38,045,000 38,625,000 38,625,000 38,625,000 38,625,000 38,625,000 38,625,000 Attachment B City Wylie Projected Tax Rate Impact of$73.950 Million Capital Plan-Structured Debt Service-Issues amortized over 21 Years A B C f E F G 14 I J K L '!1 N 0 P Taxable assessed 15016 0 3=0 Total $35,325,000-Series 2006-4.90% $38,625,000-Series 2009-5.90% Total Calculated EYE assessed Value Outstanding Debt Net Dated: 3/15/2006 Dated: 1/15/2009 Net 184S Tax 30-Sep Value': C fussth'6' Debt Service Debt Set ice`'` Principal Interest Total e 0.1).- q0_' Principal Interest Total 7_ are r- ` Debt Service Rate") 2005 $12395,316,995 2;3 70% 5 2,694,904 (789,906) 1,90,998 $ 1,90_4,99_8 0.1391 2$��-E®®� ,6-6i t s �a�� 5 ��5�s®3„ii-iIF-� �=(1 §®o3f ®- ��-4 �7s� - ___ ��a�� _._____� t � �� _¢r��_s�� _ � ___ ..___ ��_��$.02.2,262,763 E1 3 mOCb 1m60, )/ 4� 1 ,176,£0 434.e � ,a1 a64,76�_ 2007 ,7 4,i.55 115 11 3)2), 3,162,00 (1)113,897)7 2,048.193 $ 2,452,144 $ 2,452,144 (2,1 ,959) 2,359, 78 0.1322 2008 66 716,58 10,239% 3,127,786 (1,H77,11_31 2,014,674 400,000 1,721,125 2,121,125 (41225 ) 3,723,262 0.1893 2009 ,1 24,954, 61 8,046% 2,994,604 7_741 1,956,863 450, 1,700 00 2,150 n 4,107,163 0.1933 2010 2)11 39 i 4¢ 9-19',, 2„944,572 0 1.908.94 I. 75 9,275 S a S 3,608,219 3,�,219 ( __ 6,212,155 0.2734 _______-,�_2,_,.�� =�s � F�� s��_� �s-�� ®1 --1 � �-�mm� �a��s�� ®� � ��-��®�� s�ae �� ®� � � �� ®�� s�em�� a�� ®� 2011 2,408,201,006 ._9 �; 634 307 1,748,335 1,2010,60t 1,65i,875 2,859,87. - 2,2=7 8,875 2.27 875 6,887,085 0.2860 2012 2 531,5 6,479 5,120% 2,635,369 (886,705) 1,749,165 1,405,000 1,%,053 3, 11,053 2000 2,272,975 2,472,975 7,223,192 0.2853 2013 2-6 57 651,952 4 98 . 2,646,045 89,828,E 1,756,217 1,475,- -t 1,5g 493 3,000,493 620,000 2,248,785 2, - ,785 -1,625,495 0.2869 2014 2,786,637, 25 4,853% 2,666,067 6094,1201 1,771.947 1,550,0 V 1,451_ 3, 1,380 1,000,000 2,200,995 3 7,95 7,974,322 0.2862 2015 2_r, 8_,462 898 4 7,1 2,676,225 1,8`9_ 41 1 1,776 285 1,625, -- 1,373,593 2,99 593 1,425,000 2,129,458 3,55 ,458 _ 8,329,335 0.285 �sa �sse�t �_____-____.._ ____---_��__________ _-_£_Eze��_ _=__;� ��p �_®____�6_-____,_,._Fg ._____ 2016 3,053,128,370 4 6 r 4 2,227910 6 } 4 1,627,306 1,710, ' 1,291,885 3,001,885 1,510,000 2,042,875 3 552a875 8,182-,1166 0.2680 2017 3,173,309,843 3 93 .7, 2,122,160 1527,747) 1,599,413 1,795,000 1.206,013 3,001,013 1,605,000 1,950,983 3,555,983 8,156,408 0.2570 2018 .,2,5,763, 1 ;859-7,77 1,884,098 (420,928) 1,463,170 1,885, - 1,115,85 ,,- . ,853 1,700,000 1,853,485 30553,485 8,01 ,508 0.2433 2019 3,4 ,488,289 7,_784 = 1,888,083 (418,345) 1,4692738 1,980,0-0 1,021,160 3,001,160 1,805,000 1,750,088 3,555,1188 8,025,985 0.2346 2020 3;54 .486 62 3 713 ,629e879 i4 # _ 1'u t 711 2,075,� 921,813 996,813 1,915,000 1,640,348 3,555 48 7.7b1.951 0.2188 ,� ��s®�� m �� 1 _ � � � � _ - � �� g -s=��g�g�8�s��aEffi-®-��@-�ffi £ �_� �®�-�see�®�� _ � m _ �_ �=®��g�®®��»��®3��a�a��am�= e �s$�g� �_ _« 2021 3_r� i�_r- 1,6:4' 1,464,531 arFE ®�-�� 1€ � �s$�1,043 494 2 180, 817 5 2`997 s 2,030 ffle. 1.523.970 3,553,97 07,595,0i9 0.2066 2022 1,094,847 4100150 678,691 2,290,000 17 2,998,0 2,155,000 1,400,513 3,55_5,513 7,232,2.3 0.1899 2023 3,942,110,680 3,514% 895,118 (4 1 __5 t 475,868 2,405, 593,023 2,998,023 2,285,000 1,269,533 3 554„33 1,028,423 0.1783 2024 4: 8,196,153 3,452% 896,636 2._, 476,386 2,525,000 472,238 2,997,238 2,420,000 1,130,735 3,550,735 7,024,359 0.1722 2025 4_196 05 ., 6 2_912% 900,9 38 (420,2501 480,688 2,655, 345,323 3, . ,3►28 570,000 933 �.530 3_55 ,53 7,034.545 0.1676 2026 4,317,423,099 2 8 1t _ _ - 2,790,000 211,925 3,001,925 2,725,000 827,328 3,552 28 6,554,253 0.1518 2027 4,439,592,572 2,830% - - e 2,930, -_ 71,785 3,001,785 2,890,000 661,685 3,551,635 6,553,470 0.1476 2028 4„5 :46.6. 44 2 79 6 = - 3,065,000 ,551, 486e€113 3,551,013 3 013 0.0778 2029 4,689,043,517 51 2 _2 - -- - 3,255,001 299 3 73 --i4 ,�5.73 �5�5 3,554,573 0.0758 2030 4,816,324 9 2 14? - - 3,450,000 101,775 3,551 775 3,551,775 0.0737 2031 . 5 pit,463 .=8 e 2034 _ 49? `) 5' r o - - Total $46,619,691 1 7 6 5 31,422 925 35,325,000 $23,945,871 $5,9,770,871 $ (2,5549 ) $38 3, 5 ,625 000 32,661,736 71,286,736 (994282) $ 158,432,755 assumpfi ns (I) assumes Collection Date of 100°% (2) assessed Valuations as supplied by City'Staff, Fiscal Year 2006 TANI as shown on Collin Central appraisal District s ebsite, (3) Net of Self-Supporting Debt Se rl'iee. (4) Interest Earnings calculated at I Ill",based upon quarterly draw schedule provided by City.Stilt as attached. First Southwest Company 40979_5.XLS CITY OF WYLIE Item No. 5 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Engineering Prepared By: Chris Holsted Account Code No. #: N/A Date Prepared: December 14, 2005 Budgeted Amount: N/A Exhibits: Impact Fee Update, Ord. AGENDA SUBJECT: Consider and act upon Ordinance No. 2006-03 setting a date, time, and place for the City Council to conduct a public hearing to consider the Land Use Assumptions and Capital Improvements Plan. RECOMMENDED ACTION: Approval SUMMARY: Approval of the ordinance sets a date for the public hearing to discuss the land use assumptions and capital improvements plan. The public hearing is the first step in the process to update the City's existing water and sewer impact fees as shown on the attached table. The impact fee advisory committee will be meeting at a future date to discuss the proposed fees and make recommendations to Council. Attached is the draft impact fee update prepared by Birkhoff, Hendricks, & Conway, L.L.P. APPROVED BY: Initial Date Department Director: CH \ 12/14/05 City Manager: \ 1 ORDINANCE NO. 2006-03 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, SETTING A DATE, TIME AND PLACE FOR THE CITY COUNCIL TO CONDUCT A PUBLIC HEARING TO CONSIDER THE LAND USE ASSUMPTIONS AND CAPITAL IMPROVEMENTS PLAN; PROVIDING FOR REPEALING, SAVINGS AND SEVERABILITY CLAUSES; AND PROVIDING FOR AN EFFECTIVE DATE HEREOF. WHEREAS, the City Council of the City of Wylie, Texas ("City Council") has previously appointed the City's Planning and Zoning Commission plus an ad hoc member to serve as the Capital Improvements Advisory Committee in accordance with Chapter 395 of the Local Government Code; and WHEREAS, the City Council desires to conduct a public hearing in regards to the Land Use Assumptions Plan and the Capital Improvements Plan in accordance with Chapter 395 of the Local Government Code regarding the adoption of impact fees. NOW, THEREFORE, BE IT RESOLVED 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: On the 28th day of February, 2006, at pm in the City Council Chamber of Wylie City, 2000 North 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 Land Use Assumptions Plan and Capital Improvements Plan needed for the adoption of water and sewer impact fees by the City of Wylie, Texas. Notwithstanding the foregoing, the above stated date for public hearing may be changed to any other date 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 3: The City Manager, or his designee, is hereby authorized and directed to cause notice of such hearing to be published in a newspaper in each county in which the City lies and send it by certified mail to anyone who has requested to receive it at least thirty (30) days before the date of such hearing, in accordance with Chapter 395 of the Texas Local Government Code and to be provided as otherwise required by law. SECTION 4: 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 Ordinance No.2006-03 Setting Public Hearing for Impact Fees Page 1 of 2 violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portions of said ordinance shall remain in full force and effect. SECTION 5: 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, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional or invalid. SECTION 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 the l Oth day of January 2006. John Mondy, Mayor ATTESTED TO AND CORRECTLY RECORDED BY: Carole Ehrlich, City Secretary Date of publication in The Wylie News—January 18, 2006 Ordinance No.2006-03 Setting Public Hearing for Impact Fees Page 2 of 2 TIMELINE FOR ADOPTION OF LAND USE PLAN ("LUP"), CAPITAL IMPROVEMENTS PLAN ("CIP") AND IMPACT FEES UNDER LOCAL GOVERNMENT CODE ("LGC") FOR THE CITY OF WYLIE Required Action Time Required Date Appoint capital improvements On or before the date an ordinance is Complete advisory committee. LGC adopted establishing the public hearing date 3 95.05 8 for the LUP and CIP. Adopt ordinance establishing On or after the date the capital 1/10/06 public hearing date for LUP and improvements advisory committee is CIP. LGC 395.042 appointed. Make available to the public the On or before date the Notice of Public 1/10/06 land use assumptions, time period Hearing on LUP and CIP is published. of the projections and a description of the capital improvement facilities that may be imposed. LCG 395.043 Publish Notice of Public Hearing 30 days before the date of the hearing. Must 1/18/06 on LUP and CIP. LGC 395.044 be in a newspaper in each county in which the city lies and mail by certified mail to any who have requested it. See statute for specific requirements. Conduct Public Hearing on LUP On the date specified in the notice, which 2/28/06 and CIP. must be at least 30 days after the notice is provided. Approve or disapprove the LUP With 30 days of the date of the Public 2/28/06 and CIP. LGC 395.045 Hearing. (Can adopt at the same meeting that Public Hearing is conducted, if adopt after the Public Hearing). Adopt resolution calling public On adoption of the LUP and CIP 2/28/06 hearing on imposition of impact fee. LGC 395.047 Publish Notice of Public Hearing 30 days before the date of the hearing. Must 3/1/06 on the imposition of an impact fee. be in a newspaper in each county in which LCG 395.049 the city lies and mail by certified mail to any who have requested it. See statute for specific requirements. Advisory Committee must file Before the 5th business day before the date By 4/3/06 written comments on the proposed of the Public Hearing on Impact Fees. impact fees. LGC 395.050 Conduct Public Hearing on After approval of LUP and CIP and on the 4/10/06 imposition of impact fees. LGC date specified in the notice, which must be 395.047 at least 30 days after the notice is provided. Adopt ordinance imposing impact Within 30 days of the date of the public 4/10/06 fees. LGC 395.051 hearing on the imposition of impact fees. (Can adopt at the same meeting that Public Hearing is conducted, if adopt after the Public Hearing). 438708-1 WATER N 1 1 , , 1 h , IMPACT FEE UPDATE „ 1 HI , 11 II 1 1 1 1 , Prepared For 1 1 , I , 1 t 1 ! , , 1 • : - 1 1 #1,0 ; f, ff- 1,, #, [ ! I, r' i yl 1 , if{ 1 1 1 4,,,,,,(,,,,,,,,,,,,,,,,,,,, ,0/S1,I,/iNII /),0/001IffilM/d1,11VORMY//4..,AM/11,,WINN(Pelilfinl, 1 1 1 ! f g I 1 . git 1 II ' II II III Il ' Prepared By ___,,._.__, „. ,, 1 1 „„ 1 '1'1111 R1',111'c'!IITCYll'i it; i-,-iL I Din( S & CI:O. A V I •I P. ' 1 ''' ',1-1 N -"' '''"' -''' N .1' ''''''' 'Cal IS LI, 6 LNG! LLR,S, ,„, , 1) 4 I 1 A 'Sr ill'-' 1S11 11 Deceniber 2005 , ,_.„....„„...,_........_.._._,....„,.....,„,„.__._ CITY OF WYLIE, TEXAS WATER AND WASTEWATER IMPACT FEE UPDATE TABLE OF CONTENTS Page No. I. INTRODUCTION TION 1 IL GLOSSARY 3 III. LAND USE ASSUMPTIONS (Provided By City of Wylie) 7 A. Purpose 7 B. Elements of This Land Use Assumption Report 7 C. Methodology 8 D. Service Area Maps 9 • Figure 1R 10 E. Base Year Data 11 1) Population and Land Use 12 2) Land Use 13 F. Ten-Year Growth Assumption 15 G. Ultimate Population Projection 18 H. Summary 19 IV. DEFINITION OF A SERVICE UNIT - WATER & WASTEWATER 20 V. CALCULATION OF WATER & WASTEWATER - LIVING UNIT EQUIVALENTS 21 VI. WATER DISTRIBUTION SYSTEM 22 A. Existing Pump Stations, Ground Storage Reservoirs &Elevated Storage Tanks 22 B. Distribution Lines 23 C. Water Supply 23 D. Water Distribution System Capital Improvement Projects 24 • Figure 2—Water Distribution Master Plan 25 • Table 11 — 10-Year Capital Improvement Plan 26 E. Utilized Capacity 28 • Table 13 —Proposed and Existing Water Facilities Projects 29 • Table 14—Proposed Capital Improvements Waterlines 30 VII. WASTEWATER COLLECTION SYSTEM 32 A. General 32 B. Collection Lines 32 C. Treatment 33 j:\clericallwylie\2002-164 w&ww impact fccs\rcports\indcx.doc i< D. Capital Improvement Program 33 • Figure 3 —Wastewater System Master Plan 34 • Table 1 —Proposed Capital Improvements Wastewater 3 5 E. Utilized Capacity 3 6 • Table 17—Wastewater System Bonds Debt Service Schedules 38 VHI. MAXIIVIUM IMPACT FEE CALCULATION - WATER & WASTEWATER SYSTEMS 41 A. Table 18 —Allowable Maximum Fee Per Living Unit Equivalent 42 B. Table 19—Adopted Fee Per Living Unit Equivalent 43 ti I . ' i j:\c]ericailwylic12002-164 w&ww impact fees\reports\index.doc ii 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 $606 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. j:\cicricallwylie\2OO2-l64 w&ww impact fecs\reports\report-1•1doc - 1 - Birkhoff,Hendricks&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 theyear 2015. Facilities in this analysis include, water pump y p p 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 - 703). j:lclericallwylic\2002-164 w&ww impact fees\reports\rcport-1.doc -2- Birkhoff Hendricks&Conway,L.L.P. IL 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:lclerical\wylie12OO2-164 w&ww impact fees\rcportslreport-l.doc -3- IJirk/zof 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 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 converting the demands for capital 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 Citys subdivision regulations. Plat includes replat. 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 for capital 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:lcicricallwylic\2002-164 w&ww impact fees\reparts\report-i.dac -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:lcicrical\wylie12002-164 w&ww impact fceslrcports\report-1.doc -5- Birkhoff;Hendrick&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:\clericallwylie\2442-164 w&ww impact fccs\reportslreport-l.doc -6- Birkhoff 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:1ckcrical\wylie12442-164 w&ww impact fccs\rcports\report-1.dac -7- ]3irkhof 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 p capital improvement costs to growth areas in relationship to their impact upon p 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:lcierical\wylie\2002-164 w&ww impact fees\reportslreport-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). The actual ten-year crp upon which the impact fee program must be based will be prepared separately, per the requirements of Chapter 395. j:lclerical\wylie\2OO2-164 w&ww impact feeslreports\report-1.doc -9- ...!_..---... I MI I . ' -- ' ' - ' 11,--11--f-,,, ,-,.-„T ...----,------cl___ 7=1 r_,.,___,__._,_i__,;_t_;____r_.__w___ ___ ___ _,_„.___„„—_=_„-_._._-a_--__r.:____,_-_.____._._„„____ _:___—_,_t,„______:t—_ ,_„_=___„_„•_,tiz::___.„__L.e_„,_____,__,_,__,_„„__ __„,_, _____________________,_,_____„______,,_„„___,_„,„,_„,___,__,_____,_____________,___z__, __ ._ ,- i - TI - w."' - --a-- '------,--aaa- 1--,1:-'1';a--,'-,,____ ''',‘' a:-aV:14-1--- a"'''‘ki-1-M- -i--,-----4.4-a-i-T----La.--`,''a---2--- -----,------t-----AT-_--7-r-a, a--:-17=3-_,-*a_a_. _'!"4"- ---,---,11 -,-•- a-V-IL*,--tf"-------_--TALAMA----"TAAWAlaaa-7-1,**--_--- --1- ----a----SA- ---A_A----_-,--4L-A.--ar-----.____a--------.._-f-fg-,A-_,--,:-A-a- IlW - .... - -It, „ AN ,18---__-' :-*A1 X-___-.7-14=111p7-_,41,,T----'- -Tr,- _L-__: ' _rjii_ n__‘: !,7,--71-s::-_._i_____: \-_::---V k -_-,,,i --,- ' i ,,.., \\_a:a, - 41,,,,,,,- -A•- _,. '-7-4 7 i __,_:"r ar- a ii- -_*----- ;':_:i-a-ZI'a al\s I :7L-51- - -ffa---"-Z*;-- --f-iLL-' t-A--a"Vl---- ALA--az--:L-'''_'- AA-L*----T-Za4-*_aa=:a:-aW-VV-L- S"A--'-aa---, ---\"_"'----',:"------- ---- AA''L --MW-- --A ---.7-- -- ', --14.1.--NEN.Amer=n- - MINN 1 ,-,'---- ;iiiiittli I 111" .A '' ..-- t- ----- - = -; _ ,--&--- ) ----------,-.--------•=--------------4.-7, 1_-----_,÷ft---_,,,---------,-,--------,---,----------,_----- ---_-,- z-_.- \__ __ 7 :::,-;,-: L-72,-- -77-17,7=e,_ (W--------- ,_ i ff_,"=„=-',-"---_____ t-' i f:i=i!iii.;1.ki_t_i_Aj A.'1,A il-:$111%-iiiiiit__-,_, _\-tr=,-----,,F.r_.__4„..__,--.._--:7---._,____---.--,__ ---‘r._„;. I gliP4P---_-_- r----!--N---/ fi* . \7-7LIkx-2,--TT------ 7,' g -----, K ,,,,, - A„,.._,---,__ --71- 1 ;-----7-'-'-"- _77.7= , \ x a fai-_7 '._,-!--Z- '11610114 jil_Ml.”_ - ''k ' a--ii rat - ----- ---- -----<------'- — __, , a_._ _ ,, = c,„„ _ _„,,c , , , _ I . s.., \ ---c,-_,,,----"-a-__: -N, , s_ __ _„_ _._.._,ir a.'1-.:,,_! i „ ._ - r - - # 3 .,,,=,.„7„„,,r_.,,__,„:„______..,______,_____i_„=„_:;_ ____________,__________;"_____,i_7=___ __„,,_ _______.. _ ____=-7_,,,,,,,--is.7 z - i---r At-i--.-,a-__— _a_, ..-' --a__, a___a:___a,,_____ ---11. ..........------7- i- -- ---, ' i .i. ---e I -4:::______________ _____,_•• ___._----- - z_11 _ ---,__-_,, _A;--- __,,._,,_:-_-_, „,:,. _ =,:,,-, :1 ,_. ,______., _ _, ,=,:,,.,„; ,_____,:„ -=, _,,_,,_„, , .;_.....„..T-- ...,,._; ..______,,:,__,, , . _ 4. in,. '-', = IV_ __ L j. ,--412_.*--,. _ ' I.! "I'A rif 1. - ,::-.-- -::7-filn±l-..,'-'t ,--, , ' * ,.. _4%m _ . NV r:ir tga - , -..1. _=-___-=.-- :_, 1 1 _ t ______.=__, ,,_ __, ,.,,,. ________________ wur.„.4.. _ „__,. ______ _ „al ii. ____T: _, _id,..... 1 si,..... i_„„ i II ,„_.,,ifi.., i_i , ___ _ , ____ _____ w_i_ , ._.,_ , ____ _ , 0._ _ t 1,iiiim _____. . = la =-4--- i.,_. __ i„, ii„,_ :2:: . .„.. _ ii:_____ ____.i._ - --_-_i.iir-- , , .. ,_Z V=--, __,... i,,,:/,tvp:fr._-4_f 11 li J1 _____ _____;_-.7---- _ .-- =„ ' *E 111111111---=-7 - \ -'.-----'7 ' Man= 7-----' '--- ---s-----'' -Iiiiiii7- Ales& - „., mir—i„, _ ___, 4 ._ ,, _ i -____ !, _ ,,,_,___,, ; ___ , _ ,7-4.40iii _,..,_____. , - __ . -_Q �4 _ 0 _ 4� --d____ -mac�� , --i.„:„\---_:-;„.„,- - _ . : - i_ _ ___-- , , ; „z„.,„ ‘,__ , ,,_ r=,_...... _.....--=--. -=_- .-_,_-„----i ,,,_- ,,,, , -!---, , i ___ _ , ,,,,:,1 ..-:, , _,,,„--„. „-, ---)„ / ____ =...,______ _ i..........„=_ z , ,____.„,„„ ; Fitilitmimo! /____! a-a -___,,t0121-1=.4.J. il it, “ , - F-_imp -= g - ri --- k- �1_ ii i /i iliir...__wite_ __,! 1,__,J __-:i i:!I-!!,-_:. .7,,,--;," , L; , le ,fii'tz=;_.,, ,,, .-(_ / ' - i - JIM-- -----a-ftaiwit till'------- ,-,::?.; -I:,_ ..., ,..,/,.____________-_,I _,_,„,„ i-,---i, -_ 1 :, I tiri - --,_ _ ,...e.. I 1 ,---,--,; -'--._ - , , - .i-.l1l1iJ =--,-,---„-:-,-„L,'_-,--....,.7.- ,,_,,,_„-_,- .if,_t_s,i_ II i __-_ _,",,,,,,____-___---_ {-= --- _ i -.11 . I(L !7i,_ - 3 q._ -may f,--_--_l- �_.i`iiiiiii1;ii ft_ „_i.m_i_l_=li„1f - ___ l-1„a-11o111 ..-----,I1._...-..I__'.--H---,,. -I_,-_, .-.-___,,.-_;1_=-1 -,, ___-_— ___ _____,:I_A__g„.t,,,._:_i_,i=_i_„._. i._-_s -, --ftia'''-'- ---A,I = ,,sL- ,.._, __ sL,---, in ss,i s„.7s_ „ss _ s.........-2,,,,- i ___ ,__ ,w_i__ .._ a 3‘..A.,\ _., --------": --- . --,-Th-L.-:...c.,:k i 1,__-:'---LI _ ___ , „, --- .„-,-- n4doritli „. ..i.,,1111 - ti, i_ _ __ ____ ___, ,,,,, --=, I ; _ - - = F ____ - _ _ - _ _ _ -— -._„___T _____7 _ , ,__ --- _ ;r ii,._ „i„„ , ,, '-ii- LI 1 1 I li ii --Pik ..______ , __„--, , -_,---iew --,-, i I''.---- ' . 4--- r : ! , ;: .,,„_„;,,-,_,,- 1-0".„-----4,_-:. __. a L-4,-,:____,_ ,-E.,,, -.—iiii _, gm.,_ -siim 11; - N.1-7::] all = „ _ ail,,,z7 -.,......_Mill.1 _:-,,._-- low .,mk„ ___.,,,z___ - -,_,___,,_ ,i. I ,s3 A_4_'_,T,, ‘„----',,-‘1 A ,--„--4,,, -.,!.. =1111.,..__ __- , ---,---Ili A ;_;__, , _. ,it ri, -,,,...„ -.i., _ ,,,,. -.,--, ,___ _ E--r4,,,,.;:_-------,_,_-_-_,_ -_,,, --:- --- —eirliiiiii: ,, . , _ _._.-- - ,,,,.____„_„,___\____,-„, .____ ._ , . , , - ,__ ._;__ __ _ , _ ___, _ ___ ,._, _ ____ \_ ,, „ _ ..___ =___= __ „ . . _____________ _ _ . ,____, --_ -,_. ___T___-,_____„__,,,,,_\„, mil „,._, __..,._ __ _ _____ . ___, _=__________,:_,, _ _ _ _____ ._ , ,,_ ._ = ____ , mu L .--, ___ , _ __ _ ( _ _T_____-_____„_„,„ ___,_. ____ _ ______ -_____,,,,- ,,___, ,, . .--ciii. ..„......Vilildilial:'I:-- = i i -----__ -\----_, , _ - _,, ______, ----71-- --1.0=2Appi ii Ism is----_s --" , ___ _ , ,, __, , _s,„,-„,,,,,,,z,- , ou , , , --- -,i _ _ 1_ 1„, , ___,----- - ...____ ::,7 , i,„—s-_____-- - ,7, ----4,_ .,74 ,, ,i jr... „,,...„--____ „, _ ___ i uptlia 4..„___ , _ - -1 n___,- k Li - ---- - ."-r1=1' -14111M1 - i -- '; S' - --- ��1\\�\ \�\ ti jam=\�,-,--t 1, - - _, ,,_ , , ) , !!,,,,.___s_s aiii„ ,_ — -s- ,iii ,--_, _ ,,,, iii-,----„__ _ _ _ -. s ,,,,„ ,_' ,_, I, ,, 4421:,-_,--_ - -, : i , :: :::= _._ _.- -_,-,--_, _, _ _i _: : :_M -- --'-' 41141ft,'.:: .. MVII. -1W- . ' . ._.-__, _.,--- , : ' j_,,,-_.40, _- .,_-„,-;_i„:,-,_;-:=„ii:_,, _ ._, el -„,-,-.-_,--- __„_ _ _„A ,_,_, ,---- ,,,,,_. .„._,,,,,....„.-.. _ - -qA___-.. i ....„._-. --&11141P41, „,--' ' .'--T' .i- 1-----.--0114tAF MUMSM.E - - - „if ' ‘, __:_,,,- _ - ----_----- ---..--- ---,--,----,-R‘ler ------!I iii-NIMI. - '----'------ ----,;;w4W-:- -,14,-___'----Z2---,------:._---------;=-__ -----,-, _--.-t77-77-1;---,7-E:- -''' -----'--,_- --,; ,,----, , -...-. ;: 1( --*t?q. . -7---------- -,------,-----:-.----------,--.---,-----,----_ -_-_1--,-,- -____,-,--: ------ __,-.. ---,-,----u_-_,__ -, _ -LbN. iii: - -:„.'----,=_----,:-- _- -----Z-,-.Z:,:n \n,; ----------- --_.---:-,-----__-_.,-- --_,,_,*- , /.1,:-..-',.--7--;;4'1-,.*Ii'_:.-_ .." 4,,,,,--.,__ _, ,_____,______ _______„_____ _______„_______„„ ii,, _,,, e_„ ,_ _ _ _,,._ _ ,_,,___„,„„:„.____„.,,„:„„.„,_____„,_,,____,,„ , ._,.__ ,==_;,- „_,,,,,>\;,--,_ _ , _,;_:. _<:,,„_,,7_,__, ,, L___ _ . . ,___ , ise‘ , __ ,______, t_, _ , _ __,, _, .___...„ _ ,,,,_„.....„.,.,__.____„... 0, \ � t - -- _ _ - �_,.-, .4 ip-,_ --4.........,i_ --- --_ - _ CITY OF WYL E, TEXAS ' i__- c __ WATER ANDWASTEWATER _ _ ,7_ \ '_- t _ _ -- SEE AREA UV t €� �T COWAN'. 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 Future Land Use Plan and updated in April 2005, for the ten-year growth assumptions. One method of predicting future 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 .....-i:.`#}3.3�5�.Y'',.S i,i�tEr.i�c E;�'..:.e,E y.:1e'...;.f:."...,•.�.•....r'.. .;:..::..5,'':..a..i .. F''S fir -' l.i' w .I f 5 4 t o ; erae,nnua i l:�;i��:it;:i�.'`.'.;i•�,Wi..c`�'.'i,.',3.3';_:-..':.„:'r, :'. Yea . ?; :h k'�: e.t * x:: :Ch,a :.,e:.-}.. :` ` o h n e perrPeriod,:' 1970 (1) 2,675 0.0% 0.0% 1980 (I) 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 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 platting of new subdivisions. There are a number of pending development cases that will provide for additional new residential units. j:lc1erica11wy1ie\2002-164 w&ww impact fces\rcports\repart-1.doc - 1 1 - Birkhof'Hendricks&Conway,L.L.P. 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 ear `Friar Tot l:.Residentil U nit New Resi en ial Unit Fardri."1.owth 2000 5,340 385 7.2% 2001 5,725 749 (1) 13.1% 2002 6,474 1,085 (l) 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:IClericallwylie2002-I fi4 w&ww impact feeslrepartslreport-].doc - 2- 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 Arr7i1Used r Percent of L. t..,a..?✓•`.4 7.t.i[5:K+`�S�`::i:;;.t�:.�;!C:.�... �.::. ...;.'._..:' .:::i?�::#t.,::t�::'i,::itr::':":::t.::,::.:�.:::�::� , ,- Land Use r?_;:::: :.;::: (Developed) Developed Area Low Density Residential 1,527 21.71% Medium Density Residential 2,352 3 3.43% High Density Residential 142 2.02% _-- Commercial/RetaillOffice 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:\cicricat\wylie\2002-164 w&ww impact fees\reports\report-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 --- - =3 . Ofl ..S�,•. 5.,.....5...ny..,f...}.....:,�k..S. S.S... n. S. ,S. k.... E..S...a..S. E. ..k, - 0ee.lo ed' rcaE k. 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 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 (1) -^:'.X,::„.'... :•:fi'..�f��#i ,�cres•fi #�3<i��:::. �f:1. i" Low Density Residential 5.84 Medium Density Residential 8.99 High Density Residential 0.54 Commercial/Retail/Office 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 • (1)Based upon 2004 population of 26,150 persons. Source: City of Wylie j:lclerical\wyli&2002-164 w&ww impact feeslreportslreport-l.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 :Acres Pei 100 Persons Low Density Residential 10.71 Medium Density Residential 13.39 High Density Residential 0.71 Commercial/RetaillOffice 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 &Flood lain 15.64 Total Area: 46.81 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 and employment in the C1 of Wylie. The reasonable growth rates for population 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 j:kiericallwylie12002.164 w&ww impact fees\reports'report-1.doc - 15- Birkhoff,Hendricks&Conway,L.L.P. persons per household with an occupancy rate of 95.6 percent was used to 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 persons/year x 10 years =25,370 persons net 10-year residential growth "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 (ETI). 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 .,t y.s.H.. r E. t::E::.,:;.:.::',t;.:R :•.�..d .__.:;.- - ir.:E,:.:��_.: i�:g:�:s;:;::i:� :.e:i:'-:.�'- ,..., ._.+.E..,-.....E,:,...•.:..-.-r -...�.., ., _,.- -.,,.-.. f ...-..-- .._t- .. •e. ......� .trr. ,. .. -..e ...; .:.. i7rarnde-id Average s•_... ....._E.F�F.,.F„-....::�:.:;€•^>!`k�:,�rW..t.::.%9�`-4'..: :. .. ....... .... �:�y::��` itylJurisdicti n `' 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:lclerical\wylie\2002-164 w&ww impact ices\reports\report-I.doc - 16 Birkhoff,Hendricks&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. 1 -- i Icl erica]1wylie12 002-1 64 w&ww impact fees rts\r rt-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 .....'.................... .. .. .. ... ...................... _ `.i:.�kri.s::1Fi..,r.f'`�n,;tv:..'.`:„.;_F:.�S r?3:t'?:.,:'t:.,:.:.••;;.:::.�#t:-'...:`..'.SFaFs.i$4;i-:-:�::,_-r�..1..�r.....d:;,-T.�,.r.s._::.:.::...�n::-..SS3i..,rf}�S.Fi..:.�.::F?'.S:;1�:::K�-::,-3':S:}, �'.}.�:. :.:��:F:F:S::.:r:.:.5:...:.rf:t..::-..:•:5:C:-."....,.k-.''..::'.:.�..'.:i.:,...:::.F.:.:.:.:..vr.:?�5...�i-":.':....::-.:-\..--!--'.�,.S.-.a.:._;k.:i.:'-�:.k:-",l.i;�:x,�..3F i��' -rF`-.-`-;��'.-r€.f`x._.i'_F5r�-;:'�!r:`:��:`,:F_,-3imx' ;.€.��F.n:,-t�€iE'S;_Stri.?3i fs.F�5:-.,,.i�i#1}1�,r';?.!,..�:��tj�� '�,`:.1 �t��:.:�}y�.:�e��:Ag:es.•..-i3i'F,,E„€=itEi'=;: •rr?•�s.S:.�a.;'.' 1l:.. ... _ge ui r..�L z�«.end �Je � Per�4U0?Persbns Persons Commercial/Retail/Office 1,50 457 School, Public/Semi-Public, Services 0.67 170 Utilities, Heavy and Light Industrial 2.50 634 Parks & Open Space 1.03 T -- -- 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:\clericaIIwy1ie12002-164 w&ww impact fee&lreportslreport-1.doc - 18- B rkhoff,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 or right-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. . i 1 1 j:Iclericallwylie\2002-164 w&ww impact fees\reparts\repart-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 3/4-inch water meter and has referred to this service unit as a Single Family Living Unit Equivalent (SFLIJE). 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) a. Ratio to 3/4" Meter , Simple 3/4,, 15 1.0 Simple 1" 25 1.7 Simple 1 iz" 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" 250 16.7 Turbine 4" 420 28.0 Compound 6" 500 33.3 Turbine 6" 920 61.3 Compound 8" 800 53.3 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:\clerical\wylie\2002-164 w&ww impact fccs\reports\report-1.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 resultingin a total number of livingunits. 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 . t 2005 2015 :• z:; Number ::::Living Total :: Number of Living Total NewSFLUE's Meter of Water Unit Number of - Water . Unit E Number of During Impact Fee Size Meters E Equivalent SFLUE's Meters . Equivalent SFLUE's = • Period 5/8"&3/4" 8,991 . 1 8,991 17,720 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 6" 8 63.0 504 16 63.0 1,008 504 Totals: 9,344 11,323 18,382 I 20,413 11,018 i i 1 TABLE NO. 9 Wastewater Living Unit Equivalents 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 5/8"&3/4" 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 I 1,205 ! 4" 12 28.0 336 24 28.0 672 2 336 6" 8 63.0 504 16 63.0 1,008 504 Totals: 10,743 12,722 21,134 22,938 12,376 j:lclericallwylie12002.164 w&ww impact fees\reportslreport-l.doc -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 Stors e . vas a - e: . Pup -- Station - Pumps D - � : 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 cicricallwylic12O42-164 w&ww impact fecs\reports\report-1.doc -22- Birkhoff Hendricks&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:\clericallwylie\2002-164 w&ww impact fceslrcports\report-1.doc -23 Birkho ;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- ears provided P10-years, as 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:\clericallwylie\2002-164 w&ww impact fees lreportslreport-1.doc -24- .„.„ $ $ X , , n111111 / ? !. i , LL'6''illiIIIIIVI ....1 1 1 ! $ ;J 04 1,10,!.,0 CI 10101 1 „ 1 # c j'''',':'"'''*''''',"''''''''\''','" ,',1',,,,,,,,,,,,,,,,,,,,,,,,,,,,„\„,,,,,,,,:; '':;,'z, ",:' ':1* 1 \ „':', ,'''''''',,'"'''''',%,',',:,:\\,,,, ,N 8, , 0 _j,... ,Iii,VORIggel,' II l' 'IllifiVligrAiiig,'1 '',„.,,L:,',', l'‘111'40)!)) tilliOli'll'ikL„.:,,',,,,c'',..'"'Pl.socia.L1 /' '.2 'il%i,\‘‘I'fifilll'illi1111,111,1111;;;;Ii i'! 10‘4,';,!,'LLLLL4!',",'',it,..??,L',,,,L,!!',„''',;',,',„:,!,'•;''',4,61\„,,,1,',10,,'',WiL',,,,,,11011$#SSOil'I'6 'LiliiiiiPirl),i,iiiiiiptfl''''L:LL,,,'A„'N'''',:',.,,,,,M)illt , A U.1 iiiiii0lillli\,,,f":71 '',,,,,, --Nwii,,,o1,1,1,11,11,1,ii,i,,..,•,„„li tii,,,, !11,11,1ittl,,,,,, 'i,,,„,,,,,,oTithillit,i,, .7:11 . ,,,,....1,,,,,,,,06,ll0)111,,,„ , hi,,,,\I'111,1,111,11111,111,1111,111 . 1111,1,m,, ,,,,„\„,„,,,,'„,11„„„„„ i 1 h„,,„„„„„„11,„„,„iii'„„'Inu„ul,„1„,„11,,,,ifooilo!l',"411„!]„1,1„k I (...)...71 .0,, ' a31 ,,,,,, t.:lf;;;!;,,ii,?j,i,f,til'.:, ,;,,: ,,f1!:N ,'[ ,.:,i,,:,,,, '',.,,,,,,,;, ,,,1, 7.L..-J 1 g icc ,!...„:i-f,,;.,,,,::.,,,,,,,,z1 1 t,„111,,,,,tit:,,,,,,,!,,,„ik, 1 ' ,,,, ,,, , 11:1,N"-i!m.,:ffr:'i)Iiii/1,11'!' Illk.5„,,,,lio" I 1, I i I 17-- / ' =:), , f,,Ho , 1— 1 'Ilt,D'i, '‘,1-7., Ai! 11111111111111111111i ',,,,,,,,,,,,,: 1111111,1111,1,1,1,1,„„ / /''4'''''''':::::\,, ,./,:, '"I ,''''',, ii,,,40iill;i1ti ,''op/,:ilr'll':Y,',1%! ',Ii..„,:11 ‘' '‘''''\,„,,,,,,;,,,,,,,„,,,' ',J11.,1,,I,, 1,:''1!"'',,' !'ll1'414;;10:1.111011110%.",1,141„ r, ,11'11,1,:lt"',',1:„1,11'1,::,,,,,,111,1,:-.,i,',1;';.1,,,,,'',.,,,„!,,;',,i4,,,'1,1,71,,„1;,,J,;:,,,!;,,,''',,,,,3111',!',?-,,,:',/,',,,,•„:„1„',liii,olklp!'„',I.Irili„,0,,'71+;;;,"!","'!i*,11,:',i,„„„!!Iii,,A1\i'ill':,4M1111WS11111k1\11*„',:„,, ''''',,,NN,,,,,,:',', Ce: 1111 tip .44.4.4,..ki,,,,,,, Ill blv lunnurrur,r,ru'„!' l' : 1!l'Isl\i,,..s,.. r 11 1 III:r,-; , *4„, ,,1„ 1,1„ ,,„ ,„,, ,„,: 3 311 i, ,,,,,,, \,.1,1„,„ ,1,11,; 1„. u.,iii„ j '7,7''..*I ill'1' ' '''''',11,111,, s... , .74-111 , u,i'2 i i 1 \ 1 \ ,1 tX I 111 ill ' ''ill''''"'Ll$""''''L I'''''''''''''''''''ll''''''IlL4111''''' '''' '''''''''',41'1," L'";1/4L,' ' ''''''''''';' ')11111111,1,,,,,i10111111,00,7,,,..'"4,,,,:i;111111110,10,1iilligt3111,,':iii111,1,1,1,1111111111111111111vivivivivivivivivivilIVIIIIIIIIIIIIIIIIIIIIIII,L,,„, a lilt ill!"11,1 I'S'il"I'2111111",,,,,,,,,,,,,,,' Sk. , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„ , ,I,A,Ooo,0, ,i„,„,„,„,„,„,„,„,„,„,„,„,„,„,„,„i„igio„ 10,100,,,otikt„,!„,,;11111,000001„1„1„111„1„„ , „11410,‘,01,1,i,„„01,,, „,„„„„„1„:„.„1„.„,„,,,,,,,,,,!" ‘, io#110,01,1,41",„ ,,,,„..„„ :',„7,„,,,„ (..., , t.ii 1 1 i,,,c,',,,„,::„,,,,,'„,:,, „• „„ '„,„ „,,,,„,, ° filIllylo , lio 1 .. _,.. L.. Birkho ;Hendricks&Conway,L.L.P. a1V/15/2005) Table No. 11 CITY OF WYLIE, TEXAS WATER DISTRIBUTION SYSTEM 10-YEAR CAPITAL IMPROVEMENT PLAN Water Lines -Opinion of. Project . = : . Construction Debt Service E No, Year, Project - Size Cost(1) f (2) .. Total.Project Cost Li 2005 Creekside Distribution Line No. 1 20" $ 629,000 $ 396,270 $ 1,025,270 L2 2005 Creekside Distribution Line No.2 16"-20"" $ 399,000 $ 251,370 $ 650,370 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" S 557,000 $ 350,910 . $ 907,910 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" $ 941,000 $ 592,830 $ 1,533,830 L8 2008 State Highway 78 Distribution Line No:.2 16"-24" , $ 830,500 $ 523,214 ' $ 1,353,7 14 L9 2009 Hensley Lane Distribution Line No. 1 12" $ 916,000 $ 577,080 'F 1,493,080 L10 2005 East Alanis Drive Distribution Line 12" $ 250,000. $ 131,250 L 11 2010 Lake Travis Drive and Canyon Lake Drive Waterlines 8" $ 99,000 $ 62,370 F • L12 2012 East Side Water Distribution Lines 12" $ 473,000 $ 297,990 'F 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" $ 282,000 $ 177,660 459,660 Subtotal: Water Lines_ _ $ _8,059,000 $ 5,050,919 $ 13,109,919 Pumping and Storage Facilities Opinion of Project Constructions Debt Service No. Year: Project : . ...: .:..:...... : :: :Capacity Cost(1) (2)::.... ... Total Project Cost PI 2005 Nortex Pump Station Improvements-Phase 1 2.3 MGD $ 162,800 $ 102,564, S 265,364, S1 _____2005 Creekside:Elevated Storage Tank _ A 2.0 IG $ 2,980,000 $ 1,877,400 $ 4,857,400 P2 2006 ••Nortex Pump Station Improvements-Phase 2 5.9 MGD $ 357,450_ S 225,194 $ 582,644 ` • S2 2006 Newport Harbor Ground Storage Reservoir No.2 2.0 MG $ 1,255,200 $ 790,776 $ 2,045,976 P3 2006 NTIVWD Pump Station Improvements-Phase 1 , 6.1 MOD $ 944,550 $ 595,067 $ 1,539,617 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 M.G $ 941,475 $ 593,129 $ 1,534,604 j P5 2008 i Newport Harbor Pump Station Improvements-Phase 2 11.5 MGD $ 160,000 $ 100,059 $ 260,059 P6 i 2009 1 NTMWD Pump Station Improvements--Phase 2 9:MGD �$ 130,000 $ 81,900 $ 211,900 P7 2012. Nortex Pump Station Improvements-Phase 3 8.S 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' $6 2012 rNortex Ground Storage Reservoir No. I (Replace) 1.0 MG; $ 675,000 ' $ 425,250 $ 1,100,250 j P8 2014 NTMWD Pump Station Improvements-Phase 3 _ 10.9 MOD $ 136,000 $ 85,680 $ 221,680 Subtotal: Pumping and Storage Facilities_ $ 11,556,475 $ 7,279,839 $ 18,836,314 JACl anllWylie120021644RepariARepurt W-WW CIP.xlskWaler -26- Birkhoff,Hendricks&Conway,L.L.P. (12/15/2005) 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 a 50%of Total _ 45% $ 232,875 $ 99,024 $ 331,899 2000 Wylie Water&Sewer Bonds a 20%of Total 45% $ 132,300 $ 61,632 $ 193,932 1999 Wylie Water&Sewer Bonds @a 50%of Total 50% $ 277,500 $ 118,533 $ 396,033 1999 Wylie Gencral,Water&Sewer Bonds a 22.2225%of Total _ 50% $ 226,114 $ 80,343 $ 306,457 Subtotal:Previous Water System Bonds $ 868,789 ' $ 359,531 $ 1,228,321 Planning Expenses • . pi inn::of Debt Service • • .Year. '• ;Project,. : :, ;:::has#:X ,b (2) Total: Project Cost ea 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 Water Distribution System CIP Grand Total: $ 20,530,264 $ 12,690,289_ S. 33,220,554 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$151L.f.of Open Cut Installation (2)Debt Service based on 20-year simple interest bonds at 6% • J;1ClericeHWylie120021641Reporlsllieport W-WW CIP xlawWatcr —27- Birkhoff,Hendricks&Conway,L.L.P. E. Utilized Capacity Utilized capacity for the water distribution system was calculated based on the water line size required for each model year (2005, 2015 and build out). Master planning of the water distribution system is based on the maximum daily demand, maximum hourly demand, and the minimum hourly demand. Pump station capacity is generally based on the maximum daily system demand while transmission and distribution facilities are sized based on either the maximum hourly demand or the minimum hourly demand, whichever demand is greater for a particular water line. Often times, the capacity of a water line is determined by the flows generated by the minimum hourly demand. The minimum hourly flows are usually higher in those lines that are used to refill elevated storage. For each line segment in the water distribution model, the build-out flow rate in the line was compared to the flow rate in the same line segment for the 2005 and the 2015 models. The percentage of utilized capacity was calculated for each year based on the build-out capacity. The utilized capacity during the Impact Fee period is the difference between the year 2015 capacity and the year 2005 capacity. Table No. 12 below summarizes the project cost and utilized cost over the impact fee period of 2005 - 2015 for each element of the Water Distribution System. The utilized capacity for each water distribution facility, both existing and proposed, is presented in detail in Impact Fee Capacity Calculation Tables Nos. 13, and 14. TABLE NO. 12 Summary of Eligible Capital Cost and Utilized Capacity Cost 20-Year or Utilized Outstanding Capacity ($) in the Water System Facility Project Cost CRP Period Existing Water System Bond Projects $2,386,391 $1,225,321 Existing Regency Elevated Tank $2,081, 00 $520,425 Proposed Pumping, Storage CCN $18,836,314 $15,526,036 Proposed Transmission/Distribution Lines $13,109,919 $11,310,794 Planning Expenses $40,300 $40,300 Total $36,454,624 $28,625,876 j;lclericaLlwyliel2002.164 w&ww impact fees\reports\report-1.doc -28- Birkho 'Hendricks and Conway,L.L.P. 12/15/2005 TABLE NO.13 CITY OF WYLIE, TEXAS WATER DISTRIBUTION IMPACT FEE STUDY PROPOSED WATER FACILITIES Pump Station Cost(5) Capacity Utilized(%) - - Capacity Utilized (5) Debt Service 20 Year Debt • In The In The Project Year Projected Engineering& Interest Rate Service Utilizing • Total 20 Yr. CRF CRF No. _ Pump Station Improvements Const. Capacity Coust. Testing % Simple Interest Project Cost$ 2005 2015 Period 2005 2015 Period Newport Harbor Pump Station S2 (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 MGD $140,000 $20,000 6% $100,800 [. $260,800 0.0% 100.0% 100.0% $0 S260,800 $260,800 P5 (1) Phase II Improvements [4] 2008 11.52 MGD $140,000 $20,000 6% $100,059 $260,059 0.0% 90.0% 90.0% $0 $234,053 $234,053 S5 (1) 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 $144,000 $18,800 6% $102,564 $265,364 . 0.0% 100.0% 100.0% $0 $265,364 $265,364 P2 (1) Phase II Improvements [4] 2007 5.90 MOD $316,000 $41,450 6% $225,194 $582,644 0.0% 100.0% 100.0% $0 $582,644 $582,644 S3 (1) Ground Storage Reservoir 2(Steel) [4] 2008 1.5 MG $864,000 $77,475 6% $593,129 $1,534,604 i 0.0% 90.0% 90.0% $0 $1,381,144 $1,381,144 P7 (1) Phase III Improvements [4] 2011 9.07 MGD $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 E $619,500 6% 100.0% 10.0% i ep g $55,500 $425,250 $1,l 00,250 90.0/a $990,225 $1,100,250 $110,025 NTMWD Pump Station _ _ i { P3 (1) Phase I Improvements [4] 2006 6.05 MOD r $850,000 $94,550 6% $595,067 $1,539,617 j 0.0% 100.0% 100.0% $0 $1,539,617 S1,539,617 P6• -(1) Phase II Improvements [5] 2009 9.22 MOD 1 $118,000 $12,000 6% $81,900 $211,900 ' 0.0% 100.0% 100.0% $0 $211,900 $211,900 PS (1) Phase III Improvements [6] 2013 _ 10.94 MOD $123,500 $12,500 6% $85,680 $221,680 0.0% 90.0% 90.0°%0 $0 $199,512 $199,512 Proposed Elevated Storage SI 2.0 MG Elevated Storage Tank(Creekside) 2005 2.0 MG $2,834,000 $146,000 6% $1,877,400 $4,857,400 0.0% 90.0% 90.0% $0 $4,371,660 $4,371,660 S4 ,(1) 1.5 MG Elevated StorageTank(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 -- [ i778,000 $778,475 [ $7,279,839 I $18,836,314 I $990,225 $17,553,338 $15,109,696 CITY OF WYLIE, TEXAS WATER DISTRIBUTION IMPACT FEE STUDY EXISTING WATER FACILITIES Pump Station Cost($) Capacity Utilized(%) --- .. Capacity Utilized ($) Debt Service 20 Year Debt In The In The Year Projected Engineering& Interest Rate Service Utilizing Total 20 Yr. CRF - CRF Pump Station Improvements Const. Capacity Const. Testing °l° Simple Interest Project Cost$ 2005 2015 Period ; 21105 2015 Period ...,g.,..,,.,...,...V....,;:>:: £�x,..,,3...3r:,, . .:•�3:::::.:x:: ..._...,,� .�t:,..;.:.. ,...,..,. m,....[�.`�[?... ... . .... .. .... ........>£ .,.... _,,...�,..,..,...�...,,ir�.3x.x ... .... ..... ......[ ...a..l[�..,`�..,xr.s.r.. .�...x... �.[fa..[„z.. ...,�� .fi. �_.. ».�w�.;. .........C�r ., .....�... ............. ....... ... ........ .. .. .....r ............0 w..d...r..,.,........c.. ....~i.. ,,.....,,t..,.... fi x..,,a..�;4.....x g. - .. .,.k...f...cds....__x..a.... ..t..t, k...... ....w...�.x..w...,,c.......,xw.,,................x................c...x......w..a....x .,A..,A...o...a�..x...a.v.. x..,..... _.h..,. �.,3... ,. .. .»......«......n. ...r.. ... .. .... .. ...t....E x.t .x,x,.....E;......,...........,.....,....,...., tx.::,�ik�E:ca�ci:.iia: .. ... ,...5,,,,x...,x,4..[k..�.... .. ... ... ........4.'3E£»„a...#,.,rt...[a..,..,,.3# .,M ..# 5::x:::v:x.i:x..; ....£d o-.. .E,.. ,._£..>- .. .. ... ....:4t .....� ........ ....................[ ....£t...r....,.....,,,......,......,dP:..,..,.....,,..,.,,...,..,..c. ....£....................2...00..w...,.x.........w,ac. .�.,...,,...�.....,,....,,..... .>v ,,::::dc:::: .. .. ., ...... .,»...d....r....x.... r.._n.�,3..,.t..�,.....»�' .,... „....,....u...w..... ,....[[........ .. ,. � .7 ................. ..t ., a rk` , � . .. . ...... .. . ... .... .. .. .. .[3..,,4.,8.#a., fi rH 5c flt• '::•E^�: a i'3ri'".:':#:..[f.... .. .,x3�...m.....a..t.... .. ..':,`,,,,.: .'2,........... ..[......a..t..,..?..a..»......,.,....BE..»..,...». .. .. s...... ,. ,::a:Ei?i:°iii:.,,......,.,.... .. ... ............ .. .. . .. .... ...................:�.w...�......a.x.�....r....R........,�......�..._...._._................,.,..........._...._..r....,w.x..,....._..w..a...w.,�..w.......u...a.. ...�........,.£.., ��. .�...-z�_ -- - � 1�E �G _�'�E�'1�'�I�. 1� T` _..,........ ,_.�x,�.t... .a,._......_�ts............ . .�...x..._..x...._......w...._ . .. . ......... _s_�._...s... ......s..�..,..... . ��'r!>� �' s�'t�rQ �.. �i��.....�..rr.,s„ r ,.-.� , .,r. ,, v ,-„ ,.r . ...�.... ................... ,..�:s...,, ....�..a.:-.. ..::#:#>.,.`,;.........m..._.�...[ ,.d:.to .:_ .x ;;3:t o:r.k.. #... ..._...... ..-......... �.r,....v:. ..... .�,...:.ti :;:n::�::.'.- :w^.::.x,^s..�ri:;a:ixx......... ..«.:v..,., EG##3�.:�tL'..q.;3�:'..�,..Y.;, ��`:F%,3'�:# ...sa .s tea::t ax .. �:<c:r:r�::::.r....3,..,�.�..�......�.� ....... ...........,,,,. ...,. ..,...... ........ _... _.._..__.._........_....._......_..---.._.................__...__...__...._...__...::......a:....�...a...., a:::E:::�r::.:d-:xa.-.:c;::.1:;,:,', a.�:�x[,rxri...4..[... ..�......... ..................r,. �....ra:-n .�E;�.:c '•.�.,�.:_,.._,.,:a�^sew. ............ .........s..,.x.. ...c..� �:[,:..,...:. �:: � c:::cx� .: •.?:kt:.'t.;,.. ._,:.:.,...::...:......:c-:.3.,,�:..'.':.....».:.:�....,s. .. .._.a:c...,,.:x,..;,Ev:.r::r..: {� { �y/�...rv:d[,,:xSi:�: a,...., ....w �t...�...,w_..:.a..:...:_::. :�... .. S. _ ..,......... ....f8k ,.L '::k�:53�:�.:'a,.:_. :::.: - .::w.:;c:�:;:?:1 c:a::: -c:: # ., ::a:::::::x::;::::w: '-..v ..,.�c,ww...,...,.. �� .R,i:.�J.. ��Q#rf>��(�t�Ct�.�'�rTtk.........�:................ �U.VE.l,:::££'k:-h::�_�V,.F�, �TM�� ::<[f ..sf:.:; �frL��U.i7-. ........ ....... f]�1��.......x�,..,.. .�......s.'}.......,[.,�c.......[..... .�Yi�.�ilLf.........ex.,c...¢ �VOS..��fl....�^r.. if V.17,,.....,.. a::,._,. .. ..n„So... ..,,...,,...,.,.-.. .. ...:___.,...�...[.,.,. ..r. . .. ... ..... �"� ....... .... ...........�.�... ....... . .. .... q.. �.r ......x...: _.k.�..a.��..-�_,.a-...�.;�.....,......._. .. ..,1 5 0. �_.......... ...�.. ...,.�.....j�...x_............... ....�..,-.�'. .a��(J. .�......::..��..�.�. •..... ��dtS .36'�....... ..-�..�`,�0��...Q�.<:,:..�t..�...,.�;.. k.. i . . ......... ... . . .-xt .E3;...s,ai,f.k,n..a i a3r..k 3.,.. ..r._:.�.`.�..... dnr,,...,...L... .. ..f�., x,"•;a;,;. -. .;.,.:t=or.[tc:::::a�":� - - ti:�ie:,�'i.;iY:>�;:"_::;'c� v:�c�;.;^'ci�:::`:::a�.w:_:.:;::::.��;' .. .. ...a......a...&'».,i0;.... .»....r.. ....._._..._x m....... r.. ... .... .t.c..x......c_.:._:_5c:�.. :::r::3::::E::: ��: ,.3,',. p .,..'�,.. a.. ....,,.....,,...., ...t... ... .. ... .. .,,. ... ..,.r m .. ..... .. �J - �} ] ...k,....� �'Es��i��3��;'-rid.... ..,.q:..a....�.... E.... �# . r..ttE...t..a,......,.» .. ..,fi333„3,�,..E£F'�..d.�..a....E..tEP.. ., w ..:.. �.. ............o,....,....,............,.,...,. .. ...tc:.... ....�. ,..JH.:$,. 65.36o' 33 � r, r....................m.._........ 4:.... _. ..r. « � ,. r, .UZI-.. ss..... .. .. .��. ..E�..k.. ,..rt._.�.. �.C.� .� .�t7(T.i.�llitx� a.,�_n,..ai,...r,r C..3,..E.;u.....,... :�.;:.: �'??��/ry'y��yy��rr t r ....,..,w. ..............t.,.... t.... g S?.7, .... ..ee.......� �� .. ...,..ri.:::->:::e�-e:--:e....,:.,....,r . F!V'1,� -/ � �d..a.... � �........ w ... � . . .Jf :�' :..�...�.........h�..,....,.., - #/. -'a W � _Facilities Total Existing+Proposed $11,978,000 $863,475 $8,076,539 $20,918,014 $2,655,585 $19,635,038 $15,526,036 (1) Estimated Cost ' [2] Number of Pumps sClerical:wylis,200116411kcports.alitiea Ualiud CapscityslsWiter P.S. -29- Birkhoff Hendricks and Conway,L.L.P. TABLE NO.14 12/15/2005 CITY OF WYLIE, TEXAS WATER SYSTEM IMPACT FEE STUDY PROPOSED CIP-WATER LINES *Average Unit costs are based in 2005 dollars unless otherwise indicated and includes 25%for engineering and miscellaneous contingencies and 515/L 'of open cut installation for easements. • - - Debt (°�*) Utilized Capacity ($) Utilized Capacit - - Pipe Length Diameter Avg.Unit Total Capital Service 20 Year Debt Total 20 Year • Number (Ft.) (inches) Date of Coast. Cost Cost ($} l(ntersest Service Utilizing Project ($/Ft.) Rate es Simple Interest Cost ($) • During During 2005 2015 Fee Period 2005 2015 Fee Period Project No.L1-Creekside Distribution Line No. 1 [730 Service Areal This project connects the existing 16"waterline east of the Creekside Estates Subdivision to the existing 12"waterline at Creekside Estates Drive - 1 352 4,850 20 $129.69 $629,000 $396,270 $1,025,270 0°!,' 85% 85% 50 $871,480 $871,480 l I 199 $0 0% 85% 85% $0 $0 $0 l 375 30 0% 85% 85% $0 $0 $0 Subtotal: 4,850 2005 $629,000 6% 5396,270 51,025,270 $0 $871,480 $871,480 Project No.2-Creekside Distribution Line No.L2 [730 Service Area] This roject connects the existing 12"waterline along McMillan Road and McCreary Road to the existing 12"waterline south of Creekside Estates Phase? • 1 223 130 16 $412.45 $53,619 $33,780 $87,399 0% 85% 85% $0 $74,289 S74,289 1 335 2,400 20 $143.91 $345,381 $217,590 $562,971 0% 85% 85% $0 $478,525 $478,525 Subtotal: 2,530 2005 5399,000 6% $251,370 5650,370 $0 $552,814 $552,814 Project No.L3-Newport Harbor Distribution Line No.1 1730 Service Area] 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 $208.31 $154,152 $97,116 $251,268 0% 85% 85% $0 $213,578 $213,578 2 386 • 5,150 18 $146.99 $757,010 $476,916 $1,233,926 0% 85% 85% $0 $1,048,837 31,048,837 2 25 j $0 0% 0% 0% $0 $0 $0 2 24 I • $0 0°l0 0% 0% $0 $0 $0 2 403 $0 0% 0% {]%, $0 $0 $0 2 400 1,590 16 $145.30 $231,03t $145,550 $376,581 0% 85% 85% SO $320,094 5320,094 2 401 , $0: 0% 0% 0%: $0 $0 $0 2 219 2,400 12 $105.75 $253,807 $159,898 $413,705:, 0% 85% 85%. $0 5351,649 5351,649 Subtotal: 9,880 ' 2006 E S1,396,000 6% 5879,480 $2,275,480 . --_-$0 $1,934,158 - $1,934,158 Project No.L4-Creekside Distribution Line No.3 [730 Service Area] This project begins west of the Creekside Elevated Storage Tank and connects to the existing 16"waterline along McCreary Road - - - - 2 218 4,980 16 $111.85 $557,000 $350,910 5907,910: 0% 85% 85% $0 $771,724 5771,724 2 371 $0 0% 0%• $0 $0 $0 Subtotal: 4,980 2006 $557,000 6% 5350,910 5907,910 $0 $771,724 $771,724 Project No.L5-F.M.1378 Distribution Line 1730 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 $731,870 0% 85% 85%. $0 $622,090 $622,090 2 360 $0 0% 0% 0%• $0 $0 $0 2 153 $0 0% 0% 0% $0 $0 $0 Subtotal: 4,900 1 2008 $449,000 6% 5282,870 5731,870 SO 5622,090 $622,090 Project No.L6-Westgate 20"Waterline Crossing F.M.544 [679 Service Area] This project connects the existing 20"waterline along West ate WD,north of F.M.544 to the existing 12"waterline south of F.M.544 2 385 150• 20 $650.00 $97,500 $61,425 $158,925 0% 85% 85% 50 S135,086 $135,086 Subtotal: - 150 2006 , _ $97,500 6% $61,425 $158,925 _ SO $135,086 5135,086 Project No.L7-State Highway 78 Distribution Line No. 1 [679 Service Area] This project connects the existing waterline near Birmingham Avenue to the existing 14"waterline in Brown Street 2 374 2,900 20 $212.66 $616,722 $388,535 S1,005,257 0% 90% 90% $0 5904,732 $904,732 2 376 $0 0% 0% 0% $0 $0 $0 2 379 1,150 24 $281.98 $324,278• $204,295 $528,573• 0% 90% 90% $0 $475,716 $475,716 2 362 $0 I 0% 0% 0% $0 $O $O Subtotal: 4,050 2006 1 S941,004 6% $592,830 $1,533,8301 , $0 $1,380,448 $1,380,448 i.a.A.AWylie,2002164,RarportsTroposed w,o numb c p.r;ty., pro,,,,ea -30- Birkhof);Hendricks and Conway,L.L.P. TABLE NO.14 12/15/2005 CITY OF WYLIE, TEXAS WATER SYSTEM IMPACT FEE STUDY PROPOSED CIP-WATER LINES *Average Unit costs are based in 2005 dollars unless otherwise indicated and includes 25%for engineering and miscellaneous contingencies and 515/L f of open cut installation for easements. Debt (%) Utilized Ca acity (5) Utilized Capacit - Avg.Unit 20 Year Debt Total 20 Year Pipe Length Diameter Total Capital Service Number (Ft. (Inches) Date of Coast. Cost Cost ($) Itttersest Service Utilizing Project (SIFt.) o Simple Interest Cost ($) During During Rate f4 2005 2015 Fee Period 2005 2015 Fee Period Project No.L8-State Highway 78 Distribution Line No.2 [679 Service Area] This project parallels the existing 14'waterline in Brown Street and from the NTMWD Pump Station to F.M.544 and the 8"waterline along F.M.544 - 2 378 3,050 16 $115.18 $351,299 $221,318 $572,617 0% 90% 90% SO S515,355 5515,355 2 389 400 18 $210.47 $84,188 553,038 $137,226 0°%' 90% 90% SO $123,503 $123,503 2 377 2,400 24 $164.59 : $395,013 $248,858 5643,871 0% 90% 90% SO $579,484 $579,484 Subtotal: 5,850 2007 $830,500 6% $523,214 $1,353,714 - $0 $1,218,342 $1,218,342 Project No.L9-Hesley Lane Distibution Line [679 Service Area] This project connects the existing 12"waterline along Maxwell Creek Road to the existing 12"waterline aiming Hensley Lane 2 310 9,750; 12 $93.95 5916,000 $577,080 $1,493,080 0% 85% 85% SO 51,269,118 51,269,118 2 311 i $0 0% 0% 0°, SO 50 so 2 312 # $0 0% 0% 0%, SO $0 S0 2 313 $0 0% 0% 0%.. $O $0 S0 Subtotal: _ 9,750_ 3 2008 $916,000 6% $577,080 $1,493,080 SO S1,269,118 $1,269,118 Project No.L11-Lake Travis Drive and Canyon Lake Drive Waterlines 1679 Service Areal This project will loop the existing 8"waterlines in the subdivision to provide better pressures and chlorine residuals. 2 340 1,250 8 579.24 $99,000 $62,370 $161,370 0% 85% 85% $0 $137,165 $137,165 2 343 $0 0% 0% 0% $0 50 $0 Subtotal: 1,250 y 2010 599,000 6% 562,370 $161,370 $0 $137,165 $137,165 Project No.L12-East Side Water Distributions Lines [679 Service Area] This project will extend water service to the east of Spring Creek Parkway _ ^ 2 349 4,700 12 $100.64 $473,000 5297,990 $770,990 0%1 85% 85% $0 $655,342 $655,342 2 347 $0' 0% 0%: 0% $0 50 SO Subtotal: 4,700 2012 $473,000 6% 5297,990 $770,990 _ _ $0 $655,342 $655,342 Project No.L13-Woodbridge Water Distribution Line [679 Service Area] This water line will connect water in Alanis Drive to Woodbridge Property , 2 331 5,500 12 $95.76 $526,700 $331,821 $858,521 0% 85% 85% 50 $729,743 $729,743 2 354 $0 0%, 0% 0% $0 50 $0 2 355 $0 0%• 0% 0% $O $0 $0 ;2 329 3,450 0 $61.83 $213,300 5134,379 5347,679 0% 85% 85% $0 $295,527 $295,527 Subtotal: 8,950 2012 $740,000 6% $466,200 $1,206,200 $0 $1,025,270 $1,025,270 Project No.L10-East Alanis Drive Distribution Line [679 Service Area] This project will connect the existing 20"waterline along South Ballard Avenue to the existing 12"waterline alan Alanis Drive west of Martinez Lane 2 221 3,920: 12 563.78 $250,0 0 $131,250 $381,250 0%' 85%1 85% $0 $324,063 $324,063 2 222 $0 0%: 0% 0% $0 $O $0 2 381 $0 0%' 0% 0% $0 $0 $0 2 387 $0; 0%• 0% 0% SO 50 $0 2 388 $0 0% 0% 0% $0 $0 $0 Subtotal: 3,920 2005 _ $250,000 6% $131,250 $381,250, _ _ i $O $324,063 $324,063 Project No.L14-Pressure Reducing Valve Vaults [679 Service Area&730 Service Area] ` project will allow interconnection between service zones for emergencies and temporary service, _ 2 lThms $282,000 $,177,660 $459,660, 0% 90% 90 lc $0: $413,694 - $413,694 Subtotal: 2007 $282,0t}0 6% $177,660 $459,660' $0 -$413,694 $413,694 Water Line CIP Total - 65,760 8,059,000 5,050,919 13,109,919 0 11,310,794 11,310,794 1-City Participle in Cost Oversize 2-City initiated and Funded J wy1tc2Oo2tr4,Reports1Propmea w.u,Li*s*iltiiiaed cwwity.slsiP,,po,ed -31- 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 WastewaterTr eatment e T eatrnent 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 thepredominant volume of wastewater flow to theWylie Treatment plant. p 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. -32- j:lclericallwylie12442-164 w&ww impact feeslreportslreport-l.doc Birkhoff,Hendricks&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:\clerical\wylie12002-l64 w&ww impact feeslreportstreport-1.doc -33- Birkhofj; Hendricks & Conway. L.L.P. (JO/25/2005) Table No. 15 CITY OF WYLIE, TEXAS WASTEWATER COLLECTION SYSTEM 10- YEAR CAPITAL IMPROVEMENT PLAN W ASTEW ATER COLLECTION LINES Opinion of Construction Total Project Year Proj ect Size Cost (1) Debt Service (2) Cost 2007 Twin Lakes Relief Sewer 30" & 42" $ 2,608,000 $ 1,369,200 $ 3,977,200 $ - $ - $ - r=J Subtotal: Wastewater Collection Lines I 1$ 2,608,000 I $ 1,369,200 I $ 3,977 ,200 I TREATMENT FACILITIES Opinion of Construction Total Proj ect Year Proj ect Capacity Cost (1) Debt Service (2) Cost 2006 Treatment Plant Expansion #2 5MGD $ 5,000,000 $ 3,] 50,000 $ 8,150,000 $ - $ - $ ... r=J Subtotal: Treatment Facilities t Is 5,000,000 J $ 3,150,000 I $ 8,150,000 I l\1UDDY CREEK W ASTEW ATER 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 @ 80% of Total 95% $ 1,117,200 $ 520,448 $ ] ,637,648 1999 Wylie Water & Sewer Bonds @ 50% of Total 95% $ 527,250 $ 225,212 $ 752,462 1997 Wylie Water & Sewer Bonds @ 22.225% of Total 95% $ 429,617 $ 152,652 $ 582,268 1988 NTMWD Contract Revenue Bonds @IOO% of Total 100% $ 355,000 $ 43,924 $ 398,924 r=J Subtotal: Treatment Facilities I Is 14,377,407 ~ $ 6,851,635 ~ $ 21,229,041 I PLANNING EXPENSES Opinion of Cost Total Project Year Proj ect Ca pacity (l)(b) Debt Service (2) Cost Wastewater Master Plan - $ 20,600 $ - $ 20,600 Wastewater Impact Fee Calculation $ 20,000 $ - $ 20,000 r=J Subtotal: Planning and Operations I Is 40,600 I $ - ~$ 40,600 I , I Wastewater Collecdon System CIP Grand Total: I 1$ 22,026,007 I $ 11,370,835 r $ 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 $ 15/L.f. of Open Cut Installation (2) Debt Service based on 20-year simple interest bonds at 5% Repon WAWW CJP.xls - 35 - 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 proj ections. 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/(population/lOOO)^O.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). I 2) Non-Population Based Flow: Non-residential average flows are estimated based on I I an average daily flow per acre for each non-residential land use category. The I 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 uuuuuu.............. 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 I 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. fufiltration 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. Nonnal plant capacity j:\clerica1\wylie\2002-164 w&ww impact fees\reports\report-l.doc .. 36 - Birkhoj]: 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 hnpact Fee period is the difference between the year 2015 capacity and the year 2005 capacity. Table No. 16 below summarizes the proj eet 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 hnpact Fee Capacity Calculation Tables Nos. 17 and 189 TABLE NO. 16 Summary of Eligible Capital Cost and Utilized Capacity Cost U tilized.:~apacity $ in~RP Period 2004 NTMWD Mudd $3,316,767 $3,150,929 2004 NTMWD Mudd $14,743,300 $14,006,135 2002 W lie Water & Sewer Bonds $737,533 $331,899 2000 W lie Water & Sewer Bonds $1,723,838 $775,727 1999 W lie Water & Sewer Bonds 50% of Total $792,065 $3 16,826 1997 W lie General, Water & Sewer Bonds 22.2225% $612,914 $214,520 1988 NTMWD Contract Revenue Bonds 100% of Total $398,924 $79,785 Pro osed Wastewater Collection Line $3,977,200 $3,181,760 $8,150,000 $8,150,000 Planning Expenses $40,600 $40,600 Total $34,493,141 $30,248,181 (1) Muddy Creek Trunk Sewer - Wylie Share at 61% (2) Muddy Creek Regional Wastewater Treatment Plant - Wylie Share at 61% j;\c1erical\wylie\2002-164 w&ww impact fees\reports\report-l.doc - 37 - i I ~ .- --. 0.: ~ ...J 0... ~ "=t" r:1 ~ N lrl ~ 0 ~ 0 a ~ t.rI "= ~ ;:; t:S ~ ~ l:::: ~ ~ 0 ~ i:tl 0 \0 V) 0 0'1 r- r- M \0 \0 N 0\ 0\ N N N -.r;t M 00 M f'I") 0\ \0 "'1 ~ ...... l"O ~ I..(') \0 \0 \0 ("t") \0 M V v: \C ~ .......-01 '3 ...0 0\ I,(') r::: t- oO 00 ~ r....: N ~ r....: 06 ...... vi ~ ...c ..... d 00 ....: 0 0 \.0 N 0 ..... t- \.0 00 N 'l::t 0 00 0\ V} ...... N "d" N \0 0 'o::t' .q r- "d" 0 ~ '.n.. .q- N t- ....... \0 ..q r--: r-- ..q r- 0..0 0- 0 \0 r- ~ r---'" M 0 0 0 N 0 N 0 ("..f 0 N" ('1'\ ..q~ v) ..,.; 00'" eO r-: 00 \IS --; M r- \0 \0 \0 \0 \0 \0 \0 \0 \0 \0- \0- \0 \0- \0- \0 ...0 \0 \0 \0 ,.... ..... - ....... ...... ...... - ...... - ..-; ........ ........ ...... ....... ...... ....... ...... ...... ...... ...... ...... M u ~ r.Il iE > vq (fl w f;I) f;;fj- Vi- ~ ~ fiI'7 ~ {fl (fl ~ ~ ~ ~ ~ E:iA &q &q E:A ~ ~ CI'J ~ ~ oo~ ~~ ~ ~u ~~~ ~ M M r- oo 00 0 r- \0 0 \0 \D M \D \D I"Q \0 00- lf1 M oc ;J r--.. V) "" N 00- 00 \0- 0\ \0 0 \0 \0 0 ..... ..... 0\ -.:t 0 0 '-q \Q I~~ Q ~ 0\ 0 -.:t \Q 0 r...: 0 00 oci -.:i 0 \Ci N 0\ \Ci ~ 00 M r-..: - ~ ~ 0 I.(') 0 N 00 00 0\ \0 \0 ...... ("'j t- o 00 \0 -q- N \0 ...... ,., o~~ ~ V) \0 0 M lI") li"1 I.ij "'=t N 0'1.. "Ii <o:t t- o N N q "f') 0'\ co ZS:~ = ...... 0; r-: \0'" v'" (....f 0 00 ...0 ~ ~ r--: ..n N c5 r-'" ~f r---"' ~ = u ~ ~ v v ~ "I:J" ~ M M M M N N N N N - - - 0'\ ~ ~~~ r.n ~ an G) ~ E- ~ :s ~~r.f:J u fA &9 &C) fA. fA. gq. &':t &':t ~ &l:} oq. oq. f:A f:A (,q {A yt foA. fA, f;I'} ~ ~o~ .. >~ ~ t:~ ~- oo~ u< ~rJ) ~ .=0 ~u 0 ("'j r- oo ..- OQ 0 r---. \.Q 0 \0 \0 M \0 1,,0 \0 \0 00 l(") M I.t') ~ .-.. 0\ I.() 0\ N 00 OC! \0 CJ'o, \0 0 \0 \0 0 ..... ...... 0-.. ~ 0 0 ""! ~ Q" ...... ~ 0 ~ ...0 0 ci 00 00 -.::t 0 \0 N 0\ -.d r--.: 00 M r--.: . N ~ r- ...... rJ'J ~o N 0 lr) 0 N 00 00- 0-. \0 \0 ...... M t- o 00 1.0 V N '-.D ~ f'l") ~ ........ "d" \0- 0 ('I") lrj 1I1 1I1 ~ N 0'1", V"I "d" ~ t- o N N 0... V) r--- ~t:: "-" r-" r-: ..0 v'" N 0'" 00 ...a ~'" 0-,... r-: v) N 0 r-: ..; ...... r--:' ("tj"' cC ...... C"') "d" "'It" V .q- V M M M ("tj N N N N N ...... ..... ..... l' ~1:iiiJ en If) cn~ ~ B >~ ~ trJ~ ~ Vi tA- ER EA- ~ &tl vq. ~ fA ~ (;otI'; ~ ~ fiIFj ~ VI') ~ Ell':) tf') ~ ~ =z ~,..... ~~ <YiJ ~~ ~u ~> 'ie ~ ~ ~ :::R '#. '#. #- #. ~ '#- '#- '#- '*' ~ ~ -:f!.. :::R '#. ?f2. ~ 1;1 0 Q 0 0 Q 0 0 I,f') I,f") lt1 t.(') l.r) V1 t.t'1 V) V) V) 0 V) 0 0 0 0 0 V) 0 0 <= ~ r- r- r- r- r- r- r- r- r- r--.. 0 N V) 0 0 0 0 N 0 ..,.... ~~ 00 00 00 00 00 00 00 00 00 00 0 N rt""I "=1' V"I V) \0 t' r- ~ ~ ~ ~ -.:i- ~ ~ ~ -.::t ~ -.i- ~ ~ ~ -.:i ~ ~ ~ ~ ~ ~~ z~ o~ ..~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. e c;.o 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = ~6 ci 0 0 0 0 0 0 0 0 0 0 ci 0 0 0 ci d d d 0 ci Cd 'f) 0 II') 0 0- l.r) 0 0 V) V'l 0 0 0 0 0 0 V") lt1 t.f'l 0 e- N ...... ...... N M M "l:t V'l It) \0 r- OO 0'1 0 ....... N M ~ I.i"'l r- N - ~~ Co ..0 ~ 0 ~ ~ ("....,r lI"i ...... "<:j'''' o~ ('f")"' ~ v1 N'" 00 -.:;f"'" M ~ lI')'" "i r: .f': '0 r- \0 r- r- l- OCI 00 0"1 0.. 0 0 0 ,....-II N N ('f') "d" ~ t.r) ~ t:I ~~ ~ ..... - ....... ...... ....... - ....... ...-..I - 'f""""l ...... ,.... ~ 't: N ~ ~r.fj ~ c.: iJ u~ &t:t &':t &'7 &':t b'7 &'l ~ E'-t ~ ~ V} Ell Ell ~ V} l:'} ~ b9 &'7 u.q. 6A ~ >- 0 i =~ r.1! CI ~ ~ ~~ -(\0 8- :; ~ $ o ~ '"' ~ f- l::: C'l3 e" G.) (/j ~ Qt5 ~ ~ z -.:;f" V) \l;) r- OO 0'\ 0 ...... N M "=t lri \0 r- OO 0\ 0 N N M "d" .\! .. g .~ a 0 0 0 0 0 0 0 0 0 0. 0. C; (; <5 0 ;; N N N N -< ~ ~ fI~ 'C 0 0 0 0 0 0 0 0 0 0 0 b rJ'l .a N N N N N N M N N N N N M N N N N N N N N ~ lt1 ~ E- ,.,r ::E ~ Ell ~ ~ ..j Q.. ~ "7 M S N V'l ~ 0 t: 0 a ~ V'l ~ N ~ ~ ~ ~ ~ t: ~ ~ <:) ~ ~ V'l V'l V) i.r) t.n l.f":l ~ 0 0 V'l V'l t("') In '-f) I.r) 0 0 0, 0 It"; 0'1 0\ V V V O"l -.::t r--- 0"1 \0 I,(') 0\ 0') -.::t '0,0 \0 ~ 0\ "'1' ] ...0 ....0 -q: 0\ 0\ ..0 a; r..: 00 ~ N ~ - N 00 0 M ~ ~ 0 a... \0 r- \0 0\ r::", \0 0., \,0 -.:t - -.::t -.:t" 0() ...0 r- oo \0 0 Q 0 '" 00 N 0... \0 00", 0 oo;j-", ...... ~ V). - N V) 0 I,,() 0 tf"'I E- oo:t'r. N" 0 ~ ..n ('1') ('f') r----"' r-: r<') ot::.t"' ...c ..a 00"' r-" 00 ~ ca r- r- r--.. \0 \0 1..0 1..0 \0 I"Q r- r- oo 00 00 00 00 00 00 00 "'l1' r- r- r- t- t- t- t- t- t- t- t- t- t- r- l- t- t- t- l:- t' u .,; U"l ~ ~ > t;'l vq, l:A ~ ~ f;;A- f;;F.t fFt fFt f.oF.t ~ Ef7 ~ ~ fA ~ EI3: (fl fA ~ ~ ~ 00 ~ ~ rJ'J~ ~~ ~ ~u ;5 00 00 M M M 00 M V) V) M 00- 00 C() M M 0 0 V) V) M ~~:: Q ~ ~ ~ N l"- f- oo:J: r- oo 'V 00 N 0'1 0'\ ~ M M r; .q. 0 M o~~ ~ 0 00 00 ~ ~ ~ M ~ 00 ~ N ~ N 0 0.; v) N r-..: = = e v 0 00 00 N 00 0Cl 0 1.1) r--- 0 N N V V) 00 0'1 00 N C> l.() 0 0 t- o 00 N r- 0", V:l N ...... 0 ...... v 00 ("'f) ~ ("') -.::r z~~ U ..... ...a 00 ~ 0-.,'" 0'" 0"1"' ~ CtO'" - N'" ("")'" M N 0 r-: ("1')'" 0"\" M r--: .,r d., rLJ U"J N 0 0\ 00 00 \0 l.r) V V f"1 N ...... 0 0'\ r- \0 v M ..- ....., ~ N ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 'llf' rf'} ~~~ ~ oS M ~ E-i U ~ ~~(I) ~o~ ~ vq, ~ tA' &l9- vq. &13- ~ &'; &q. &q. oq. oq. EA- EA- Got) V:l- v;)- V} f;;l9 ~ >g:: ~ ~~ Gn -~ ~ u< =--- ~ ~CJ'} Q~ 00 00 M M M 00 M t() \() M IX) IXl 0Cl M M 0 0 V":l V) t"') ~ ..-, ~ ~ N r- t- v r- oo v 00 N 0"1 0"1 ~ (""'J M r- ~ 0 M ~8 ...... E- ~ 00 oci r-..: ~ ~ M ~ 00 0\ N ~ N 0 ...... ~ .n N r-..: d rLJ N 'V 0 00 Q() N 00 00 0 V1 t- o N N 'V I.(") co 0.. 00 N = -< ~~ In 0 0 r- 0 00 N t- O"' t.tl ("'t 0 ~ 00... ('I") ~ M -.:r ~ -- \IS 00'" 0-.." 0"1.... 0 0"1'" ~ 00 N M C"') N 0 r-: M 0; M r--: .n ~~ +-0:0 r:::; 0 0\ 00 00 \0 1.1I q- "=t M N ::: 0 a.. r- \0 <q- M ...... 'I""( Vol N ...... ..... ..... ..... ........ ..... ...... ...... ...... ...... "l:J' ~ ~s: ~ N ~ ~~ ~ ~ ~ ~ ~ ~ ~ (;A- ~ ~ V) V} (I} iiIl9 ~ ~ f.lF.t ~ &17 ~ E-z <0 ~- ~~ E-~ r.rJ= '* '* '* '$. '#. '#.. ':::f!. '::f? ~ ~ ~ ~ ~ '#. "#. ~ *' "$.. '$. <~ 0 0 0 0 0 0 Q 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~~ 0 0 0 0 0 0 1.1") 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 r- r'} "1 r- 0() 0 - N M V V) \0 \0 ~=: vi vi v-) vi vi vi ~ (""'J M M M ~ -r:t -::i ~ ~ ~ ~ ~ <u z :>- 0 Q t3 Q ~ 0 0 0 0 0 0- 0 0 0, 0 0 0 0 0 0 0 0 0 0 0, ~ ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = 0 0 0 0 0 0 ci 0 ci 0 0 ci ci 0 0 0 ci 0 0 Q 0 ..", 0 0 l,f) l,f) 0 0 V) 0 0 0 0 a l,f') 0 0 0 I.tI Q ~~ ";i ~ 00 - "I;f" '.0 0\ rot') '-0... 0\ M r- ~ \(') 0"1 M... 00 M 00 M V) ~f ~~ .e- ,...-l v:5 N" 0 v) ~ v-) r'I -.;[ \0'" 0'" v1 0'1"' M'" ,.....<l 00'" 0; 0; ("1')" N (,} ..q 1.1I r- 0\ 0 N ~ \0- 00- 0 ("'Ij Lt) t"- O M l.(') 00 r::: I.tI 'I""( ~ c::: ("'Ij ~ ("'Ij ("'Ij "=t "=t "=t "=t ~ l..() l,f') l,f') I,J") \0 \0 \0 \0 t- o-" ~CI'J J: 0\ ,l, ~ UQ u Z ~ >0 f;,il7 ~ EA- ~ EA Vi), EA- (;A- V} w (l";)- V} V} tA ~ f;A a.q. fA. (A. fA Q= ~ Q~~ t ~ ~ ~~'O f . g ~ .... Cl:S t:: QJ CIJ ~ t.:)Q~ > ~ ~ &.~ a V) \0- r- 00 0\ 0 - N ~ """ lr:l \,0 r--- 00 0\ 0- N N M < .It 0 0 0 0 0 ...... - 0 0 0 0 0 0 0 0 N N N f ~Q- .C 0 0 0 0 0 0 0 0 0 0 0 f-l Cl)lI'l~ .a N N N N N N N N N N N N N N N N M N N 0 .:.; ~~ clj E-- ~~ ::E '0 O"l g; f' ~ \0 ~ 0 ~ lI"'I ~ ~ "~ ~~ ~~ ~:.. ~~ ~~~ ~ ~ ~ ~ ~ I:: ~ ~ ;!;:l ~ t; ~ ~ e..: - ~ fI,q r-- ~ rt'l ill r-.I ~ ~ t-- .G ....j .a ~ ~ iA Vt ~ ~ Q..; ~ ~~ ; s =- V1 ~ \0 \0 Vl lI'I V:!; V ~ ---:; ~ ~ U ~ ~~ ~~.. :g~.. ~ 0). ~ ell ~ 0 5 "C :!l g g r: ~ I"i ~ N ~ 00:....r ~ tj ~ = r--- t' G \O~ ~ to- \0 \Q ~ f"} ~ in ~ ~ N ~ 6l't ~:;;; iiA- ~ &II't ~ .., U'} i ~ ~ ~ ~ ..s ~ t' ~ 0\ ~ 0'1 ~ ~: 0\ ~ ----:; {3 ~ lI') ~ ~ ~ ~ ~t:t ~ ~ :. ~ ~ r;: = 00 \Co .... I.C l.I')..... 00 0'1 0'\.... tf') ~ ~ ~:l ~ ~ ~;:l; ri!;l Ei:l a I ~ Q 0 coo = ..:.< g Q,t ~ ~ ~ ~ ~ ~ Oy~ ~ ~ ~ ~ ~ ~~ ~ (iQ ~ an"#. ~ '#. ~ '#.- ~;; ~ ~ g g g ~N -....- ;:J II') t:. S t:. "#. f!.- ~g &:: '^ ~ ~ ~ e....,... r;: ~ ~ ~ ~ ~ :! a ~ ~ ~ ==:; "-0 V'l '" 00 GO 0 C 0\ 00, 0'\ 0\ ~ "~ ~ ~ ~ ~ ;f sr ~::! ~ i. ~ "C;V; C; t;; ::: C; &; ~ ~ ~ t4 N., E~ ~ ~ a ~ ....... ~ ; ]u = >- ~ ~ - r) M 00 <<l I.rl '" \0 0. \.Q ~ "$' - ;J CJ)~ ~ ~ ~ ~ ::g ~ ~&9~ ~ ~ ~ ~ = o~ 0 0 f"'o~....."' ~ r: o~ 0' ~,.; 0\ "c ... ~ ~ :}; ~ ~ ~ ~;:2 ~ ~ 0 ~ 0; ~ ~ fill ~ fA t.I) (A ("l'! V) :: ~ s - ~ r:.fj ~ Gi '5 ~ ~ ~ Q ~u - 0' C .0 0 OQoao Co I-- r---~< 0 0 ~ 0 go NV;lN 8 Q ~ ,.. =- ~ ~ ~ ~ ~ ~ ~ ~ ~:A- 1".. r~f ~ bJ) ~ - - r--..... VI &n ~ In 11'I l.I') V) ::l o=~ -ac.. ~ ~ - ~ ~ g ~ ~ ~ ~ q z~~ o;"g ~ ~ s ..... ~ I ~~ eo- < = ~ ~ :>- r-J Q.l ... "Cl = ~~E- ,,~ S E =~CI'J - - - ,::Q ..( <0> I; ; ; -; "0 ~ V1 _ Q 0 Q ~ g -;~ =- e E E E- = '0 ;;:.~ C'"i' -< .( -< ~ - E- ~~ j::l~ 'C 'C 'C ~ .a ~ U E- oi>~ 6 ~ g ::: ~ U < <'-'~ ~ ~ ~ 'if? ~ ~ = Q Q c; N g '-~ ~ ~ ~ r: cg: ;; ~ E-t 0' '0' 'if:. %l \::!J """ 00 ~ ~ ~ e; ] .~ < @; @ @ ~ ~ ~ ~ ~ .!! J g ] ~ ('If C':l cu = e = rn Cfl rJl t, = :i g g g ~ g ~ -~ ~ ':: citJ t ~ CoI fioI CoI a... 0::; = ~ ~ ~ ~ ~ 8 : ~ : ~ b ~ t t t g- ; ; rJ:J - ~ ft ~ ~ ~ ~-- ~::t :t ~ .~ ~ ~ Z S 8 ~ ;is ~ ~ ~ ~ ~ ~ ~ C':l Z Z I--- tOOl-- 8 '3 ] ~~ ~~ s ~ .s .e S r-- .s .s u -g .g ~ 0'1 .g ~ ~ fJ') r.n '" ~ {IJ 00 ~ ~ o u ~ ~ ~ ~ ~ ~ ~ < ~ ~ ~ ~ ~ Q ~ ~ u Q,I ~ E-o J! ~ ~ ~ :s ~.!! 1 r.I"J tI.l U'l tIl :9 :e -< :s ~ e: ~ ~ ~ t e: e: t ~ ;z . I::: C C ";' ~ ~ ~ ~ ~ ~ ~ Z ~ "C -0 '0 "C .!I! ~ .:.: ..:ac .::c..::d >. ~ t t t t ~ ~ ~ CQ = = = = g t 1 t t ~ IooIol :z. z z ;z; L. BirkhojJ, Hendricks & ConwaYJ 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 = ,J$lf7fl8F7A61+ 1$26;87j7!1.30)= J$28;625!8761 11,018 11,018 Water Maximum Impact Fee = 1$2~~1101* * Maximum Allowable Water Impact Fee is 50% of the Calculated Water Maximum Impact Fee. Allowable Maximum Water Impact Fee = .~~,;_$98rf()1 x 500/0 = ~~299:05J The wastewater system impact fee is calculated as follows: Maximum Impact Fee = Eligible Existing Facility Cost + Eligible Proposed Facili1y Cost Number of New Living Unit Equivalent over the Next IO-Years = 1$18I87518211 +J$lT~372;3601 =1$30:~2481f8f1 12,376 12,376 Wastewater Max. Impact Fee = $2,444.10 *Maximum Allowable Wastewater Impact Fee is 50% of the Calculated Wastewater Maximum Impact Fee. Allowable Maximum Wastewater Fee = .$2r444~101 x 50o~ =.$1~222!O5] ( 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 :\clerica1\wylie\2002.164 w&ww impact fecs\reports\report-l.doc - 41 - Birkhoff, Hendricks & Conway, L.L.P, TABLE NO. 18 Allowable Maximum Fee per Living Unit Equivalent 500/0 Maximum Water Impact Fee per Living Unit Equivalent $1,299.05 500/0 Maximum Wastewater Impact Fee per Living Unit Equivalent $1,222.05 Typici..I.Lan~. : Meter ~i;~~;a~~i: ,. Maxi'mum-lrripac't Fee. I I Use ~ , Meter'Type . Size Water .'.:"1" -::'.. ,~ewer Total Single Family 5/8" & Residential Simple 3/4" 1.0 $ 1 ,299.05 $ 1,222.05 $ 2,521.10 Single Family Residential Simple 1ft 1.7 $ 2,208.39 $ 2,077.49 $ 4,285.87 Single Family Residential Simple 1-1/2" 3.3 $ 4,286.87 $ 4,032.77 $ 8,319.63 SIngle .FamIly Residential Simple 2" 5.3 $ 6,884.97 $ 6,476.87 $ 13,361.83 Comm./RetaiI Compound 2" 5.3 $ 6,884.97 $ 6,476.87 $ 13,361.83 Comm.lRetail Turbine 2" 6.7 $ 8,703.64 $ 8,187974 $ 16,891.37 Comm./Retail/ Multi Family Compound 3" 10.7 $ 13,899.84 $ 13,075.94 $ 26,975.77 Comm./Retail/ Multi Family Turbine 3" 16.0 $ 20,784.80 $ 19,552.80 $ 40,337.60 Comm./Retail/ Multi Family Compound 4" 16.7 $ 21,694.14 $ 20,408.24 $ 42,102.37 Comm./Retail/ Multi Family Turbine 4" 28.0 $ 36,373.40 $ 34,217.40 $ 70,590980 Industrial Compound 6" 33.3 $ 43,258.37 $ 40,694.27 $ 83,952.63 Industrial Turbine 6" 61.3 $ 79,631.77 $ 74,911.67 $ 154,543.43 Industrial Compound 8" 53.3 $ 69,239.37 $ 65,135.27 $ 134,374.63 Industrial Turbine 8" 106.7 $ 138,608.64 $ 130,392.74 $ 269,001.37 Industrial Compound 10" 153.3 $ 199,144.37 $ 187,340.27 $ 386,484.63 Industrial Turbine 10" 166.7 $ 216,551.64 $ 203,715.74 $ 420,267.37 Industrial Turbine 12" 220.0 $ 285,791.00 $ 268,851.00 $ 554,642.00 j: \c1crical\wylie\2002~ 164 w&ww impact fees\reports\report.l .doc .. 42 - I BirkhojJ, Hendricks & Conway, L.L.P. T ABLE NO. 19 Alternative Fee per Living Unit Equivalent Alternative Water Impact Fee per Living Unit Equivalent $1,280.00 Alternative Wastewater Impact Fee per Living Unit Equivalent $1,220.00 TYPical Land Meter Livin~.Unit M-aximum .Impact Fee. Use Meter Type . Size Equivalent Water._..: ... . Sewer Total' Single Family Residential Simple %" 1.0 $ 1 ,280~OO $ 1,220.00 $ 2,500.00 Single Family i Residential Simple 1" 1.7 $ 2,176~OO $ 2,074.00 $ 4,250.00 Single Family Residential Simple 1-1/2" 3.3 $ 4,224.00 $ 4,026.00 $ 8,250.00 Single Family Residential Simple 2" 5.3 $ 6,784.00 $ 6,466.00 $ 13,250.00 Comm./Retail Compound 2" 5.3 $ 6,784.00 $ 6,466.00 $ 13,250.00 Comm./Retail Turbine 2" 6.7 $ 8,576.00 $ 8,174.00 $ 16,750.00 ! Comm~/Retail /Multi Family Compound 3" 10.7 $ 13,696.00 $ 13,054.00 $ 26,750.00 Comm./Retail /Multi Family Turbine 3" 16.0 $ 20,480.00 $ 19,520.00 $ 40,000.00 Comm./Retail /Multi Family Compound 4" 16.7 $ 21,376.00 $ 20,374.00 $ 41,750.00 Comm./Retail /Multi Family Turbine 4" 28.0 $ 35,840.00 $ 34,160.00 $ 70,000.00 Industrial Compound 6" 33.3 $ 42,624.00 $ 40,626.00 $ 83,250.00 Industrial Turbine 6" 61.3 $ 78,464.00 $ 74,786.00 $ 153,250.00 Industrial Compound 8" 53.3 $ 68,224.00 $ 65,026.00 $ 133,250.00 fudustrial Turbine 8" 106~7 $ 136,576.00 $ 130,174.00 $ 266,750.00 Industrial Compound 10" 153.3 $ 196,224.00 $ 187,O26~OO $ 383,250.00 Industrial Turbine 10" 166.7 $ 213,376.00 $ 203,374.00 $ 416,750.00 Industrial Turbine 12" 220.0 $ 281,600.00 $ 268,400.00 $ 550,OOO~OO j:\c1erical\wylie\2002-164 w&ww impact fees\reports\report-l.doe - 43- I ' CITY OF WYLIE Item No. 6 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Engineering Prepared By: Chris HoIsted Account Code No. #: Date Prepared: December 28, 2005 Budgeted Amount: Exhibits: Bid Summary AGENDA SUBJECT: Consider and act upon award of a contract for the construction of the Creel(side Two Million Gallon Elevated Storage Tanl( to Landmarl( Structures, Inc. in the amount of $2,759,000 and recoup the construction cost through impact fees. RECOMMENDED ACTION: Approval SUMMARY: On February 10, 2004 Council awarded a design contract for the 2 MMG Creel(side Elevated Storage Tanl(. The City's Water Distribution System 10-year Capital Improvements Plan indicates that the construction of the tanl( should occur in 2005/2006. The water impact fee update also includes the Creel(side tanl( in the impact fee calculation. Upon completion of the new elevated tanl(, the City will have the necessary capacity in elevated storage to better serve our current water customers. However, additional water system improvements will be necessary to maintain our current level of service and meet the needs of the projected growth of the City. The proposed elevated storage tanl( will be constructed to provide better pressure to the higher elevations in the northwest portions of the City. A site for the tanl( has been identified and has been dedicated to the City by the developer of the Creel(side subdivision. The City's water distribution system will be split into two separate service zones with interconnects to feed between the two systems in emergency situations. On September 30,2005 the City opened one bid for the project from Landmarl( Structures, Inc. Two alternates were bid, which included the installation of a water mixing system to maintain acceptable chlorine levels and prevent water stagnation, and the installation of a second floor in the tanl( pedestal for additional storage. Staff recommends award to Landmarl( Structures, Inc. in the amount of $2,759,000 for the construction of the tanl( and the mixing system. Water impact fee funds will be used to recoup the construction cost of the tanl(. The current water impact fee fund balance is approximately $4,400,000. APPROVED BY: Initial Date Department Director: CH \ 12/28/05 City Manager: \ 1 BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSUL TING ENGINEERS 7502 Greenville Ave., #220 Dallas, Texas 7523 1 Fax (214) 361-0204 Phone (214) 361-7900 JOHN W. BIRKHOFF, P.E. RONALD V. CONWAY, P.E. GARY C. HENDRICKS, P.E. JOE R. CARTER, P.E. PAUL A. CARLINE, P.E. MATT HICKEY, P.E. October 5, 2005 DOUGLAS K. SHOWERS, P.E. Mr. Chris Halsted, P.E. City Engineer City of Wylie 949 Hensley Lane Wylie, Texas 75098 Re: Creekside 2 Million Gallon Elevated Storage Tank Recommendation for Award of Contract Dear Mr. Halsted: We checked the bid received at 2:00 p.m. on September 30, 2005, for construction of the Creekside 2 Million Gallon Elevated Storage Tank and are returning the original bid documents and bid bond with this letter. Landmark Structures, Inc. of Fort Worth, Texas, submitted the only bid for the project. The Base Bid amount is $2,670,000.00, the Alternate 1 Bid (Tank Mixing Device srtem) amount is $89,000.00 and the Alternate 2 Bid (Second Floor) amount is $75,000.00. The total amo nt for Base Bid plus Alternate 1 and Alternate 2 is $2,834,000.00. We are enclosing two copies of the Bid Tabulation for your use. Section SC.I0 - Allotted Completion Time, of the Special Conditions states, "In no event shall the Creekside 2 MG Elevated Storage Tank take more than four hundred (400) calendar days to complete." Landmark Structures, Inc. wrote four hundred eighty (480) calendar days in the space provided on page PBS-5 of the Proposal and Bid Schedule. A copy of a letter from Landmark stating that they are agreeable to a contract allowing 400 calendar days is attached for your reference. There are three contractors in the United States with significant experience in construction of Composite Elevated Storage Tanks. Landmark Structures, Inc. has successfully completed similar projects. In our opinion, they have the qualifications necessary to successfully complete this project. Accordingly, we recommend that the City of Wylie accept the bid of Landmark Structures, Inc. and award them a contract for construction of the Creekside 2 MG Elevated Storage Tank project. The amount of the contract will depend on the combination of alternates included in the project. We believe the best option is to award a contract in the amount of $2,834,000.00 for the Base Bid plus Alternate 1 and Alternate 2. We are available to discuss this matter at your convenience. Sincerely yours, ,~~~ { Joe R. Carter, P.E. Enclosures j: \clericaI\wyJie\2004-1 07 creekside est\letters\bid\recomendaward.doc ..........~~., y _. _, ~'''n. ..I~.~ y ....,..,....:.,.- ...;.....,.,~,.......~~ .....,~ ,..~~ .........................-..... ...... ~ ....... ~ ~ 0000000 = 0 = 0 = = 0000000 = 0 = 0 = = . = g g ggggg g g g g g g ~ .S 00 OOr-MO <= 0 <= 0 <= <= -J "'0 ~ M...,....; r-: 00 ... 00'" = 0\ 0\ ar) tf) ~ _...~~ ~ ~ N N ~ 00 00 r- r-- ~ ~I ~ ~ ~ ~ N'" N M o g ~ -€ {;A {;A {;A {;A Vt {;A €;A ~ EA EI7 EA (I; 6Ft Q .b ~ 0 ; ~::r=~ g g g g g g g 8 g I-ant:: .,. . . . . . . E~o ~~ g g g g ~ g ~ g g "'O-~ ~~ q q q q M ~ Vt q q !: ...... .- M r- Vt 0'\ an ro c~ 0 Vt Vt N Vt 00 r- ...J ~ ~... Vt Vt Vt Vt +-> V} B ~ V) c.;.; ~ ~ g ~ ""2 .5 ~ g; N... ~ e ~ ~ ":; ~:.=; o ... Ou ~ c.;::: Q) M > ~~ ~ ~ t::-g I- -< en .- cO E .- ::s ro Q) ~~ ~~ cS E 8:..c:: .DE '"7 ~ __t::!: ~ ~ u :::; ~r~l ::s 0 +-> +-> n B OZI-'-l ~o.. u >. ...... ~ · 0.. U _ a p.. s:: r./j cO e ~ (j Vl ~ ro Vl ._ ,..e... Z en a<J Z ~ QJ t g . ~ ~ .~ ~ ~ ~ ~ QJ ~ -:s',p ~ 0.. c::'- elS ~ r- I-O~..c:: g. ~ ~ E u (j ~ B "'0 t+:: +-> en B fl. Q,I ~ ~ as .:g r./j ~.u!: "'0 ~ ~ >. ~ 0 ~ .:: ~ ~L.....c; I- cO QJ ~ t:: QJ "'0 r-- ~ en -< I- Vl -< -< ..... Q['"""""""f""'\ B 000.. -- cO !: ~ ~ I o!: I Q Z -J >-l cO .5 en C .0 p..""" ~ ~ fJJ. ~ ~ .2.9 N + ~ ~ ~ .e- ~ ~ ~ g ~ V} = >.;; e ~ ~ e ~ =Z "'00.....V} ~ ~ U ~ ~ E fJJ. 0 ~ gf~ ~ Q "' 0 B eo ~ rJJ en ;;;> u.c ~ .. .-'- 1-4 "7" ~u = ~!:....... s:: s:: 'Eu. U E- U eo '- '"O~ 0 ~ ~ .s ~ .;; 0.. .9 0 ~ -< 1-4 . 5 ~ .2 0.. N ~ rJj 0 a...... ~ Q) ~ +-> ~ U Q) ~ > >< U rJJ elS Q ~ .i: ~ ~ i ~ ~ ~ u ~ ~ ~ ~ ~ 0 .5 '"0 0 E ~ ~ ~ .~ c; +-> u>< ~ _V} ~ ~ co ~ Q ~ Z = b ~ Z ~ Q,I Vl "'0 U I- +-> 1IJ - 0 V} - = 1-4= Q 9 osgf~ ~ ~ ~ 8 0 :c e ~ ~ ~ 00 Ei:; ~ -< ~ .- ~ t:: >.'- ~ ['""""""" Eo- ...... E- ~ 0 -g g c B V} ~ ~ .D ~ Q 1-4 ~ ~ -< ~ -g 0.. -< + O ~ u""'" -'- ~ "'0 ~ co '"0 Ei: 1-4 ::s eo 0 ~ ~ 0 Q) Z "Cl ~ g I U 0.. 1-0 E ..c:: Q) = ~ S::. - ~ u..c:: = .- U g.,,: 0 Q) E ~ 0 g := ~ ~ ::: ~ ~ Q ~ ~ ~ = Z U - -.. "0 -5 O!: t.P .fS!: ~ u m ,- t....o Z CIS +-> t...... Q,I c;~~ u.s I Vl ~ fJJ. . ~~ ["""" 0 eo ["""" : O -< (j ~ '"0.9 ~ rJJ ~ ~ ~ \0 <= Z..s ~ ~ u gf .5 ~ = o r- t:: eo eo ~ 'S: eo Q) Q) -< 0.. -< ~'p '"0 -< ~ ~ Q~ 0 _.fS.5 s:: h s:: .5 :2.. E- ~ en.. rJJ. uS.. .. ~ 0 Q) C/'J:t:: .- """.-......::> Q eo "'0 Q ;:3 U Q Q r 6 B -< . - := en C/'J := [) ;;;> 1-4 I s:: s:: 1-4 l.t:l u.... 1-4 -< ~ 0 en::> E ~ 0 c; ~ ~ ..... = ~:.a cO = N ~ ~ = = .., ~ ~ O......;;;>.D ....+-> u .... ::> ~ V} V} 0 V} ~ ~ Z N ~ ~ b5 ..::: B '.6 ..= ? N E- .. - ~ E- . U ~ Eo- E- ;;> ~ -< cU CIS -< '"0 Vl -g ~ g ] ~ - ~ ~ ~ E: ~ ~ -g a ~ ~ = ~ E- ~~-5 a'"O cO-:s m ~ ~ gf 0 ~ ~~ 0 ~ ~ ~ 0 0 ....,A. 0 I 'p::s' - eo ~ eo . - OJ) eo 2:. +-> ~ eo +-> ~ OJ) 1:: ~ ~ ~ (j; Q g 0 ~ ~ "0 .5 ~ ~ .5 N ~ ~ ~ ~ 0 ~ ~!:::S ~ ~ ~ "0 1-4 .t:l U ~ 'c ~ -5.i ~ :.a -5.i 0 .t:l -< ~.~ +-> -< ~.~ €: -< ..( B =: ~ B ~ ~ rJJ 'E; 'S: 'E n ~ ~ ~.ti).5 ~ ~ 'ti):: ~ ~ ~ ~ o~"'O ~-< :::1'"0 e :::I Q) 0..( ~ Q)"'O -< ~ Q)C; -< -< QJ fJJ. UU5 ~::r= ~15 ~ ~ c:: U E- E- 08 r- E- O,..e r- r- ;-;; ...oIlIl I- c:: U I- I- U I- I- s:: I- 0 ~ I- U 0 ~ I- +-> 0 0 C/'J I-'-l ~ 0 0 (,) 0 en 0 (,) 0 0 0 0 0 u 0 .- >< ~ c:: = ~ U <<I ~ 0 ~ ~ ~ ~ u ~ r- ~ c;S ~ ~ ~ r- Eo- N o I - ~ ~ c; ;:: rzi rzi rzi rzi ~ u:i > u:i en ~ r-... ~ ;5 ~ ~ ~ oJ ~ oJ u:i .J oJ ~ ~ 0 ~ ~~ ~ ~~""":' ~~ - - - -- ~ -- 8 - -- 8- ~N~ 6~ 00 ~ ~~~ ~i ~ o ._ r- ~ elS 0 ~~-J c.= ~ ~~~ c.O ~ - I-::r: -< ~ UU~ ~ ...:-; lJ E · -<-< Q,I Q,lz - N ("t') "l:t an \0 r- I I .f ~ N =- ,y.-.....:r.;:~"''''",;".('lc~~_1:lI.:~~.........-.L....,.'..y_._- "'_.".o.:..~ _..........._~..~_..J..'.___~~ From: 8174399001 To: 12143610204 Page: 2/2 Date: 10/4/20054:27:30 PM LANDMAR~ Birkhoff, Hendricks, & Conway 7502 Greenville Ave, Ste 220 Dallas, Texas 75231 Attn: Mr. Joe Carter, PE Re: City of Wylie Creekside 2.0 MG Tank Dear Mr. Carter, ] understand that Section SC 10 takes precedence over the bid form as relates to the time to complete the works. Landmark is agreeable to a contract that will allow 400 calendar days to complete as stated in SC 10. Thank you. -'"' Landmark Structures nlm ~1~~~Il<.../~y.....ut.&<..<>':........-;,~IIo<Ilr.t_lIL<."'.~~:~';....:,~.~-..I"""":'J''''.::':.~N.>.J<.:.-'P.l.."~-.no~'~<~_J:llIo..I~....~,,l>~I....:~....\....:.,.:':-_"r~ ~.........,.~.~,',- - .~ PROPOSAL TO THE CITY OF WYLIE, TEXAS FOR CREEKSIDE 2 MILLION GALLON COMPOSITE ELEVATED STORAGE TANK The undersigned, as bidder, declares (1) that the only person or parties interested in this proposal as principals are those named herein; (2) that this proposal is made without collusion with any other person, firm, or corporation; (3) that he has carefully examined the Form of Contract, Notice to Contractors, specifications and the plans therein referred to; and (4) that he has carefully examined the locations, conditions, and classes of materials of the proposed work. The undersigned agrees that he will provide all the necessary labor, machinery, ;'!-..........J-l,: tools apparatus, and other items incidental to construction, and will do all work and furnish all the materials called for in the contract and specifications in the manner prescribed therein. It is understood that the following quantities of work to be done at unit prices are approximate only, and are intended principally to serve as a guide in evaluating bids. It is further agreed that the quantities of work to be done at unit prices and material to be furnished may be increased or diminished as may be necessary to complete the work fully as planned and contemplated, and that all quantities of work increased or decreased, are to be performed at the unit prices set forth below ~. ".)..u:., except as provided for in the specifications. It is further agreed that lump sum prices may be increased to cover additional work not shown on the plans or required by the specifications, in accordance with the provisions of the General Conditions. Similarly, ~~uj~ they may be decreased to cover deletions of work so ordered. It is understood that the work is to be completed in full within the time designated. Accompanying this proposal is a Cashier's ar Certified Cheek or Bid Bond in the amount of 5% of the Greatest Amount of Bid Dollars ($ 5% of bi d amount ). The bid security accompanying this proposal shall be returned to the unsuccessful bidder. In the event the City accepts the proposal and the bidder fails to execute a contract, and file a performance bond (100% of total contract price) and a payment bond (100% of total contract price), ifrequired (performance bond, ifproject is over $100,000 and payment bond if project is over $25,000), within ten (10) days after its acceptance, the bid security shall become the property of the OWNER and shall be considered as payment for damages due to delay ...:,...;.~r4 and other inconvenience suffered by the OWNER on account of such failure of the bidder. A separate maintenance bond will be required for projects less than $100,000.00. Otherwise, it is included with the performance bond. ~ ".t'"..;:...-tri; It is understood that the OWNER reserves the right to reject any and all bids. j' \ cIeri cal\wyl ie\2004-1 07 creekside est\specs\tech -spec\p&bs-l ,doc PBS-t ....;.;.;.~~,:Mu.;,~~.:....";"'.-'Uni._____~..~"'"'.....~.....................,,...~~....:::o>IL..=..........o..L.:i.'.L"".""'""'...,,~.l,......,;~...........~........ .....:-4.l'.r:~...:...."'- ;<"""~"',,~~~~........... ~..~L...id...;o........"""~.""",,":":",~,...............:...,_'.:r,~._~ _...,_,~ --'_J.:I...........~.,oL.Oi.Kr,r-..!I~....,~~.:l~~~~,.............,.~I.^ - N~~.....,~.>>:o:+:.................~--.a.~~I"'''''"''"L.....,,.-.._______........,...,..,,,-<-*-.~.......................''-'''''-':OU''.........~.,.,'~''''.....:.....................:............................:.n...J.....:..J-...........'''"'"~~~.~,~~..........._j.___~~_~ CITY OF WYLIE, TEXAS Creekside 2-Million Ga1lon Elevated Storage Tank (HWL 730-Ft~) BID SCHEDULE BASE BID - TANK AND ACCESS ROAD Item Estimated Price in Extended No. Quantity Unit Desen tion and Price in Words Figures Amount For Constructing a 2,000,000 Gallon Composite Elevated Water Storage Tank (Reinforced Concrete Column and Steel Tank), including all Paving, Piping and other appurtenances in ~ accordance with A WW A Standard 0-100 and 2-, (pO 3, f)O't - Z- tOO~.ODO 1 1 L.S. these Plans & Specifications I I complete in place, the sum of r atJ7J .5 ci: Dollars and Cents For Preparing and Submitting to the City a Excavation Safety Plan that is in conformance to 2 1 L.S. latest OSHA Standards dJo-o- /oem -- complete in place, the sum of c..J ~ d ~'<:/r Dollars and ~L-- Cents FOT Furnishing and Installing a Complete Excavaction Safety and Support System in full 3 1 LIS. accordance with latest OSHA Standards complete in place, the sum of /odd - /cCJO- ~~:~ rJJ~~ Dollars and Cents For Providing Electrical Service from Farmer's 4 1 L.S. Electric Coop $ 27,000.00 $ 27,000.00 complete in place, th~ Twenty ousand Bid Allowance Dollars and No Cents er Unit J:\ Wylic\2.0041 01\spn;a\iech\P &BS.2.JC Is PBS-2A Addendum No. 1 .:i~_~~~___tJl~.. ' ...~..;..-^,.._' . -.......,~. --..~ -.. Item Estimated Price in Extended No. Quantity Unit Deseri tion and Price in Words Figures Amount I For Furnishing and Installing 20-Inch B-303 ~d?J 5 82 L.F. R.C.C.P. Waterline dJ I, ;2S)7{X)- complete in place, sum of Dollars and Cents er Linear Foot I I Connect to 20-Inch Waterline Installed by I 6 1 L.S. Others I .. eh complete in place, the sum of /~~ /.5ctJ -- tZU6F .s ~<::) I~ ALO~.. Dollars and 1 Cents per Lum Sum t 'I For Constructing 12-Ft. Wide 6-Inch Flexible AJl:A ~~ 7 800 S.Y. Base Access Road complete in place, the sum of Dollars and AL/I.- Cents S uare Yard , r TOT AL AMOUNT BASE BID terns 1 Throu h 7 1 I II " I ! J: \ W'j li!:\10041 OThpecs\te.;:h\P&BS- 2, d& PBS..3A Addendum No. 1 ,.:.iIr"J~.&AD ,y~~ ,.-' 0" ~. N~~~ ...Lv......._ , - -.". .~ ~-.~I --- ALTERNATE NO.1 - TANK MIXING DEVICE SYSTEM I Item Estimated Price in Extended ; No. Quantity Unit Description and Price in Words Figures Amount For Designing, Furnishing & Installing a Tank Mixing Device System with all appurtenances I-A 1 L.S. according to the Plans and Specifications S,1 ftV tk- ?t tZZJ .* complete in place, the sum of YC#7.y N/A.Je:-- I T / /+ou.s~~ Dollars and M'L J Cents per Lump Sum ~ I i ~ ~ I TOTAL AMOUNT BID: ALTERNATE NO.1 (Item I-A) ,ZJt:Jd ALTERNATE NO.2 - SECOND FLOOR Item Estimated Price in Extended I No. Quantity Unit Deseri tion and Price in Words Figures Amount For Designing and Constructing a Second FlooT including Floor Openings, Hatch and Jib Crane with all appurtenances according to the Plans 2-A 1 L.S. and Specifications ~l1cJd& co lete in place, the sum of If cV l:;;ut:!?C-I';" h<..lt5" ' '!:1,al:J-- u S~.o Dollars /& I Lurn Sum TOTAL AMOUNT BID: ALTERNATE NO.2 (Item 2-A 15~~) I SUMMARY OF BID TOT AL AMOUNT BID: BASE BID (Items 1 Through 7) $ ~ ~Z . t, 7 0 ~ ODD I ' , JZav g? TOTAL AMOUNT BID: ALTERNATE NO.1 (Item I-A) $ TOTAL AMOUNT BID: ALTERNATE NO.2 (Item 2-A) $ ~~ I " TOT AL AMOUNT BID: (Base Bid + Alternate No. 1 + Alternate No.2) I i 1:\ Wylie\2(l04107\spea\lccb\P&:BS.2.x1s PBS-4A Addendum No. 1 -r,.II:l~-."-:":"""..- ,_ . ,., .J)",:,-" ...................~.~_...- , - ,-~,..,....... In the event of the award of a contract to the undersigned, the undersigned will (1) furnish a Performance Bond for the full amount of the contract, (2) a Payment Bond for the full amount of the contract, (3) secure proper compliance with the terms and provisions of the contract, (4) insure and guarantee the work '.u,_ until final completion and acceptance and (5) guarantee payment of all lawful claims for labor performed and materials furnished in the fulfillment of the contract. The undersigned hereby proposed and agrees to perform all work of whatever nature reqUir~ strict accordan:: ,:,ith the plans and specificati~ns, and to complete ~ll items of work within.;S;/.R u.J~t=?::J ~L) k./QI-IT'T (.) consecutIve calendar days after Issuance of the work order. The work proposed to be done shall be accepted when the City is satisfied that work is fully completed and finished in accordance with the plans and specifications. The undersigned certifies, that the "prevailing rates" shown in the Special Conditions shall be the minimum wages paid and agrees to certify that the minimum wages have been paid, upon completion of the project. The undersigned certifies that the bid prices contained in this proposal have been carefully checked and are submitted as correct and final. NOTE: Unit and Lump Sum prices must be shown in words and figures for each item listed in this proposal and in the event of discrepancy the words shall control. Receipt is hereby acknowledged for the following addenda to the contract documen Addendum No. 1 dated 09/28/05 Received 09/28/05 Addendum No.2 dated Received Addendum No.3 dated Received Addendum No.4 dated Received Addendum No.5 dated Received "'-, Contractor shall submit General Certificate of Insurance as part of the sealed bid. Landmark Structures I, L.P. A>:,'~ Contractor By: Eric ;:..~~ resident of Landmark Structures T i tl e: nagement Inc., General Partner ':'.-;)~ Seal and Authorization 1665 Harmon Road (If a Corporation) Address Fort Worth, Texas 76177 City, County, State and Zip (817) 439-8888 (817) 439-9001 Telephone Fax No. , .,..... E-Mail Address: elamon@ldmkusa.com j' \c1erical\wyl ie\2004-1 07 creekside est\specs\tech-spec\p&bs.3. doc PBS-5 .d - 1:+>.0.. ' ~, .~~'H";""';"'~\.L J-1.:-i.:li~rJ.:."":'Y..- .. '''.....:.<:.o>Iy.I~.................,....,looI",IH .~ ~ Fidelity and Deposit Company of Maryland Home Office: P.O. Box 1227, Baltimore, MD 21203-1227 BID BOND KNOW ALL MEN BY THESE PRESENTS: Bond Number: 7199966 That we, Landmark Structures I, L.P., as Principal, (hereinafter called the "Principal"), and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, of Baltimore, Maryland, a corporation duly organized under the laws of the State of Maryland, as Surety, (hereinafter called the "Surety"), are held and firmly bound unto Citv of Wvlie. Texas as Obligee, (hereinafter called the "Obligee"), in the sum of Five Percent Of Total Amount Of The Bid Dollars ($5%1, for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Creekside 2 Million Gallon ComDosite Elevated Stora2e Tank NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the principal to enter into such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 19th day of SeDtember A.D. 2005 . Landmark Structures I, L.P. By: Landmark Structures Management, In eneral Partner Principal Dia~e G~ By (SEAL) Witness Pres i dervtitle FIDELITY AND DEPOSIT COMPANY OF MARYLAND Surety By ~ (SEAL) Michael Gross, Attorney-In-Fact C325-150M, Approved by The American Institute of Architects, A.I.A. Document No. A-310 February 1970 Edition. -" .....- , ., ., ,_,~,~.L ,y......'~..~__..u~...........,~........l......-.,.,.......~.......~...;.:..:,........................~.,...~~.o:~~~"'...-..,:~"""......'/n.""_.~""""''''''''''~ Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. a corporation of the State of Maryland, by WILLIAM J. MILLS, Vice President, and GREGORY E. MURRAY, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said =y, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the daK ~l(-(1..r~>' · ereby nominate, cons!itute and appoint John SARNOVSKY, David SAL TM~RSH, ~~~-fli'~ ~~' Chris S~KINE, David A. SMITH and Dan RACINE, all of Toronto, On~r~~fil~ t~.u'e-a!.!9-!.~~' p~~t Attorney-m-Fact, to make, exe~ute, seal and deliv~r, for: and on its behalf~~ ,~l ~~~~ and all bonds an~ . undertakings~ and the executIOn of ~cl], m~ (~ . ,~~~~ }~ p~ ._~~~se presents, shall be as bmdmg upon said Company, as fully and amp.!>:, t~~ =~l(~~'y been duly executed and acknowledged by the regularly elected Of~~ ~ n~ it;'9 ' ~,.~1ri 'ore, Md., in their own proper persons. This power of attorney revokes that issued qif > l~. ~~ ' , David SALTMARSH, Michael GROSS, Lilia ROYKO, Chris SEKINE, David A. S~~ ~d\1u\J;. ,2005. The said Assistant SeCr'etatydoes hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By-Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 25th day of July, A.D. 2005. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND {Lft-tsl:-, 1')/L'lv:~5~ By: Gregory E. Murray Assistant Secretary Willianl J. Mills Vice President State of Maryland }ss: City of BaltilTIOre On this 25th day of July, A.D. 2005, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified~ came WILLIAM J. MILLS, Vice President. and GREGORY E. MURRA Y~ Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same. and heing by Ine duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such ofiicers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMC)NY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. "" \ \~;_' ~~ ~ ~t 11.11 ~~... ~ ~>~'>~ ...... ,..~~:'f ~'Ir >>UJAu~ D ~/l~Lt2 .': :' h () >/.;J.. "~t ~ ~. } { ;.. (;- )~ F ~ 't\':<'l: t 1 (. .,'.r. / ~'" (~({'" -.. _." ~~ ~ ,\:' 1IIIi ~-;C;~I~;~\\\\ Constance A. Dunn Notarv Public My Commission Expires: July 14, 2007 POA-F 210- ~.~-~~.~- .... ~ "~..,,.- ~,.- - - - -- - - ........-:~.....:.-. ~ ZURICH THIS I'IPORT~..\~T DISCLOSURE NOTICE IS PART OF \rOUR BO~D Fid~lity 3nd Deposit Company of ~[aryIJnd, Colonial .:1..merican Casualty and Sur~t:. Company, Zurich ~-\.m~ricJn Insur:J.n~c:: Company. and l-\m~ri~an Guarantee Jnd Liability Insurance Company are makinci the follo\ving int0m1ational disclosures in ~ompliance \vith The T ~rrorism Risk Insurance &~ct of 2002~ ~o action is requir~d un your part. Disclosure of Terrorism Premium The premium charge for risk of1055 resulting from acts of terrorism (as defined in the Act) under this bond is $_\vaived_" This amount is ret1ected in the total premium for this bond. Disclosure of .~vailabilitv of Covera2e for Terrorism losses As rel1uired by the Terrorism Risk Insurance Act of2002, \ve have made available to you coverage for losses resulting from acts of terrorism (as detined in the Act) with terms, amounts, and limitations that do not differ materially as thos~ for losses arising from events other than acts of terrorism. Disclosure of Federal Share of Insurance Comoanv's Terrorism Losses The Terrorism Risk Insurance Act of2002 establishes a mechanism by which the United States government will share in insurance company losses resulting from acts of terrorism (as defined in the Act) after a insurance company has paid losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is 1 % of direct earned premium in the prior year; for 2003, 7% of direct earned premium in the prior year; for 2004, 10% of direct earned premium in.the prior year; and for 2005, 15% of direct earned premium in the prior year. The federal share of an insurance company's losses above its deductible is 900/0. In the event the United States government participates in losses, the United States government may direct insurance companies to collect a terrorism surcharge from policyholders. The Act does not currently provide for insurance industry or United States government participation in terrorism losses that exceed $100 billion in anyone calendar year. Definition of Act of Terrorism The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States: 1. to be an act of terrorism; 2. to be a violent act or an act that is dangerous to human life, property or infrastructure; 3. to have resulted in damage within the United States, or outside of the United States in the case of an air carrier (as defined in section 40102 of title 49, United 17 States Code) or a United States flag vessel (or a vessel based principally in the United States, on which United States income tax is paid and whose insurance coverage is subject to regulation in the United States), or the premises of a United States mission; and 4. to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. But, no act shall be certified by the Secretary as an act of terrorism if the act is committed as part of the course ofa \\'ar declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting from th~ act, in the aggregate, do not exceed 55,000,000. These disclosures. are informational only and do not modify your bond or affect your rights under the bond. Copyright Zurich American InsumDce Company 2003 ,~O&...i..llL~,*, .&:.Ib..ul.:::iLl"l..;ot.......:<......J.....~... --.~......... ..y.",.:',......."..,....~- !wi Client#: 4486 LANDST1 A CORDTM CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DDIYVYY) 09/21/05 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Cadenhead Shreffler Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8701 Bedford Euless Rd., #450 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR AL TER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hurst, TX 76053 817 589-4500 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Twin City Fire 29459 Landmark Structures I, L. P. INSURER B: Hartford Accident & Indemnity Ins Co 22357 1665 Harmon Road INSURER c: Interstate Fire & Casualty 22829 Fort Worth, TX 76177 INSURER D: Hartford Underwriters Insurance Comp 30104 INSURER E: Travelers Lloyds 41262 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I"'~I"\ rNSR[J TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM/ODlYyf DATE (MM/DDIYVl. A GENERAL LIABILITY 46UENQT0963 07/14/05 07/14/06 EACH OCCURRENCE $1 000 000 ~ L COMMERCIAL GENERAL LIABILITY ~~~~~~I9~ RENT~~p.nr.p.' $300 000 ~ o CLAIMS MADE [XJ OCCUR MED EXP (Anyone person) $10 000 I--- PERSONAL & ADV INJURY $1,000 000 ~ GENERAL AGGREGATE $2 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2 000 000 I Iil PROw nLOC POLICY JECT B ~TOMOBILE LIABILITY 46UENQT0964 07/14/05 07/14/06 COMBINED SINGLE LIMIT ~ ANY AUTO (Ea accident) $1,000,000 - ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) ....-- ~ HIRED AUTOS BODIL Y INJURY $ ~ NON-OWNED AUTOS (Per accident) I--- PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY w EA ACCIDENT $ R ANY AUTO OTHER THAN EA ACC $ AUTO ONL Y: AGG $ C EXCESS/UMBRELLA LIABILITY CUM01606650 07/14/05 07/14/06 EACH OCCURRENCE $10 000 000 [!J OCCUR D CLAIMS MADE AGGREGATE $10 000 000 $ ~ DEDUCTIBLE $ X RETENTION $ 5000 $ 0 WORKERS COMPENSA nON AND 46WEQT0962 07/14/05 07/14/06 X I WCSTA~~s I IOJ~w TORY llMI EMPLOYERS' LIABILITY Texas Employees $1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under E.L. DISEASE - POLICY LIMIT $1,000,000 SPECIAL PROVISIONS below E OTHER QT660656X591 07/14/05 07/14/06 Per Loc - $4,000,000 Builder's Risk Max Occur - $4,000,000 Transit - $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES / EXCLUSIONS ADDEO BY ENDORSEMENT I SPECIAL PROVISIONS BDRXLS1ML - Creekside 2 Million Gallon Composite Elevated Storage Tank City of Wilie and Birkhoff, Hendricks & Conway, L.L.P. are included as Additional Insureds on the General Liability and Automobile policies per policy form. Waiver of Subrogation is included in favor of the same on (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Wylie, Texas DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL --30..- DAYS WRITTEN 2000 North Hwy 78 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO 00 SO SHALL Wylie, TX 75098 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KINO UPON THE INSURER, ITS AGENTS OR ACORD 25 (2001/08) 1 of 3 #S34459/M33617 MFC @ ACORD CORPORATION 1988 _ ~.~ ...~..<.vo,~"""''''''''....:..o:._'_..:.L.o.''':'':'''''.~._'''''''''''~''''''''''."-'L,..",...:....:..-.:G..i"...~~r:...'''''~.J>..~~::"""':;"~~~'Uo-l>~ . J" ... IMPORT ANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-5 (2001/08) 2 of 3 #S34459/M33617 -~ ~. ~"".',~~'y ,~-"........ , ... DESCRIPTIONS (Continued from Page 1) the General Liability, Automobile and Workers' Compensation policies. *10 Day Notice of Cancellation for Non-Payment of Premium* AMS 25.3 (2001/08) 3 of 3 #S34459/M33617 , _, ,"_ L<.,.~.".......:.."':'~i""-...,oJJ~ CITY OF WYLIE, TEXAS CREEKSIDE 2 MILLION GALLON COMPOSITE ELEV A TED STORAGE TANK Section TS.l - Elevated Tank - Experience Requirements Find attached lists demonstrating 10-years experience in composite tanks: . Landmark - 2.0 MG and larger in service five years . Landmark - 1.0 MG and larger in service five years ~""""'''~''''''''''''''~~oI'IlJo_'''''''l~'~_'M~_......~hx;a;l....Nll;~~'-:'-~~'''''''''''''-~~.'''''''-''.'''~.---''':''''''''''._'''''''''''''~ .......,;.",.--......,"'..~ .. .~~....-~~.~I...' ,_..~-~,'....,,.,.,..~..,.,~~.......-..;o;.,,,,,,, ,,;.;,;,;,.... .....~.......-..-..,..............~-~,-~~~~_._..........-~,.~,.~, _...."""--~.~-y......~~ -_.,._~_.~...........-..-.~.-~.._.~~. ~ N o ........ "'C"'- "'C"'- :> c ID o ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~~ N N 0 ro N ro ~ EO 0 0 ~ 0 ~ 0 0 o (.) . u ~ g = ...J - - ~...JO 0 ~ Q) - N U Q) ca CI) i;'N C 1Q = .= ::.. .m - .-u . Q) .en i:: .:; 0 0 g (3 COW .Q) ~ - u . Wu - w1Q;:: ~ v fti ::E LL! _ Q) ...... a.. .- ...... cC .. Q) a.. WI olS ::I Q) U .- N...... ~ C olS ::s ~ C c: Q) -0 c: olS Q) ~. Q)...... c:o- ~~Q) ~o m~~~ ~~ ~~ LL!EQ)Q)~ bQ)~ 5 - > en ~ .s::J f/J - co .., ....., co...... a.. .... 0 - > ~ - ; .~ <( ~ 8 E ~ cu cC Q) t'-- u..i - W c; u..i.c ~ 0 - 8 en ~ . ~ <( t'-- ~ C~~N ..cut'-- ~olS~X ~~~m ~CJ~~ €~"'Ov ~~cu~ ~ c.- 0 en ~ ~ ...... ~ .-.- It) co .. "" 0 > N c: ...J N UOQ)~~o~c~X~~EWI-~~=~I-~N~ma..~ooc~zoa..~cu It)m J: Q) m co = <( I- ('t) ..... 0 ~..c It) :c .i: It) ~ Q) "'0 ;t::" 0 . W I- - co ..c c .en t v Q) - Q) x ~ ;: cCl.. - .. '1 en J: .... 't:::= ~ .0 C> ~ X u;> .g> > Co t) ~ (!) en cD u;> :!::: Q) .:5 0 "7 u.. = ~ I- ~ 5 ~ 5 It) ~ I 0> 0 It) .i:: == 't:::= I- v > olS > U> co - c € t: ('t) E u.. 0 a. It) cu o " en CO u '0 > ..... CD ..... ~ ~ ~ ('t) I- Q) ZO c ('t) :> .:.= :> co It) ~ :.;: 0 0> N en _...J ~ N Co In .c N co ('f) :> C) N 0> - '-' ('f) ... .- ~ .s::. u 0 U> ~ ~ ::.. Z ~ ~ Q) Q) It) 0> ~ ..c ~ ~o=~c:~~~~EE~'t:::=~~Q)co=co:!:::moc:('f)o~ ~lt)~=lt).....CO~ Z .- It) cu ~ 0 .- 0 ..... ~ (; .- 0 0 ~ ..... > 0 ::I ('t) 0> - v cu ~ ;.;: ca 0 CU co ;.;: .- 0 ~ ~ co <( m~CN~O~<(CO~~cou..comwv...Jm~mco~m~J:~...Jt'--~cC~w('t)m 1-0 ~ ~<( U> ~W U> en ~ ..", > U> ~ 5.- ;:w"::':: 0 .- ~ >> (; C) ~ ~ Q) _ > c: . Q) en c~ :> W ~ C) ~w ~ w 0 u> ..c c: C) In I- W :c .~ rn ::I ~ ::! OI!S ~ G)<eO ::I ~ c: a.. 0 rn ~ 0 ~ > :; ~ a.. :5 = .Q '0 en 13 ~ Q) ~ ~W~ C COco '0 Q) ~ 13 .~ N ~ O~ ~ ...I W ' co co ... Q) Q) .= :: ..... 0._ > 0 ~ 0> ~W ~ NN ..... ~o u>~ co a. C-Q)~ 0 Q) :> 0 a. ~ 0 0 ~N ~ U5~ ~ -~g ~ "'0 '5~~ I 0>0 CD~ ;:: 0 o ~ ~ ~ J, Q) c E ~ I 8 0 ~ ""7 CD ~ u> u en w Q) m ~ m 8. Q) t'-- .~ .:.::: _ x ~ .= 0 "'" ..::.::'" ~ ~ m E.- W . == v ~ Q) 0> ~ 0 .... 0 ~ C) 0 ~ ~ 0 m e ~ cu ~ c: X 0 ~ .: g. It) It) .~ :c ;; ~ 0 a.. ~.r:. 0 I > ~ ...J 0 I eOW caJ,......~ I c~X~ g.... 01-0 &.~.r:."""'~= ~~bo c:-caXZT-..c: Q)W ..CD C) D... C) .S; 0> ~ Q) ~ _ 1-_ ~ t) ~ ~ - g a. 'S W X ~ ~ a.. .- ~ Q) ~ en -_ ~ ;t: .c .!!! 1:: ~ c: ~~~ ~E~~~<CU>C:J,~O~gID~...J~I-M~O€UM~...J.r:.~~EW~&.M~ raoct '00 _N<(O~.ECO 5'O-'=co O>'OWcu c('t)Q)~ZO ~"'" ~'O5 Q) oC/) '0 1-"'" ~......W ...I 0 ..J ..... C) t::: :> C) N It) e ~ c: .- ~ c: I.. U> ~ c: Z ~ ~ ~ 0> ~ . C ~ U> .!: N TI ~ ~ .!: ~ ;; ~ v .... N iU' ~ 0 = co c: ca 0 c: M c: ~ ~ It) ..... ~ It) ..... co ~ U. .- 0 2: r--- co .- 0 "t:: ~ c: .- m CU r--- > .- 0 :J C"') 0> 0 0 co ~ co .- 0 CU CD Q) .- 0 ..c: ~ . OZ Oa.._m-,O~<(co<(O~t)m:>O('t)...Jm~mM~m...JON...J......~Ult)W('t)I <( I-~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ .- 0 0 C) 0 0 0 0 ~g 0 ~ ~ 0 0 0 0 0 ~N N N N N N N N I- ~ :; co 0 N M ('I') ..q- ..q- '" ..., co 0> 0> 0> 0> 0> 0> ~ >~ 0> 0> 0> 0> 0> 0> 0> "'C"'- "'C"'- ~ "'C"'- "'C"'- "'C"'- "'C"'- ~ ra ~ ra ra ; = ra ~ ~ C .; ~ ~ ~ ra ra .! .- c = G) Q) ~ ~ '"C ~ o Q) I- I- Q) C 0 ~ I- eel- ~ ~ ~ ra.. 0 0 C .- Q) ~ g C) ...., ...., .- 0 = 0 ...1.5 g' "0 .;!: ~ ~ Q. ~ - t 3 = ~ ~ ~ ~ era! ra ...I .c ~ 0 _.:..:J.>.....-......--..-..---..:.--.-.........:---..........--............."""""""'..........~_I~........ ""'"-~ .......-..~..._~~__.........."'y.....~...".,........... .........'~.'_.... _..~....;.,.. _~&..;.:.,...."t-~'"":..-...""-,.....,~ .,~.'~'.N ~......~~ .-" .Y. N o -.... ~ ~ C ~ ~ ,2 - ~ Q)CD co co co ~ -~ ~ ~ ~ ~ Q.EC co N co :J o ...... 0 "0 o :J o ~ C/) N ~ CD ~ m rn m E a.. C) "'0 C C ~.- rn ... Q).... ...J CD ~ ~ . CD~ ~ u ~ c~ ~ 5 ~ '5~ C) - :J C m mew ~ e w~~ w 5~""" ~ =c ~ ~~...... ~ acQ,) .... OU~N "'0 C .- <(> CG m 0 c 0 Q) E~-co w~ ~=~...... U :sw CUo .~ co c~-'<O ::J W ~co ~- 0 -~Q,)"'" "'0 C ~C:M -l!! N oiolS ~x W c o ~~.q~ ~ ~~~~.~ ECi5I-~a.: 8 O~-I<oo'c-8xcoEo~~~ - Q) 00 0 m L.. '- ...... Q) "'P ~ - <0 ~ 10... ~m '~~Ol-'-LL~~~ I~- rn lilY> _M > M I -O~"V ~>O""'mO>0CO~~()~>M~ ~ Q)o~~,- ocu~~- >M C co~m~~N=.qC:E......~~; 0 o 0 0 ...... c: .- .q cu ...... ctJ .- 0 0 ...... - :P. ~NI-V<(O.qON~~COLLCO~ ~g Q)- a. - 00 0 ~ .:::.:; -10... '- -c- :J o 0... ~ 0 0 '- 0 C\l2 Q).- - ..... ~ :0 ~cn .- ~ rn ~ C) a.. :J 10... c: 't- C co ... waco roE CD ~ '-~ N ~"'O C Qi .- i: .9 c ~ 0 '+- C ~ Q) Uns ~~~~ Om o ~ I~ ,-O~I- ~...J oo~ w~ co o~'-x <0 '- M '.- 0 - ... Q,) I- >-.!!!~ Q..l!! N ~~.o - c: Q) CD a.. v ~ - CD co ~ va:&: E "C ...... 0 ~ (/) COM c: > - ,.... v 0 0 ~ c: M .- t: lull "'C a. :::c M .g .- 8 co 3: - UJ ~ co ro Q) ~ -_ONc:C'-X......=~~ov Na. Z U) UJ ch cu ~ 0 I- M cuE .... e ~ m .- >< c( o~~m~O~0~OO~U~M ~Q) ..... ~ C:~~~OCU~ :&:......~~ ~"'O D:: ~. 0 :Q ~ 8 :t::- ~ 1ij ~ -g 0 ~ .Q ~ (5 ffi W ONOOmOOOvONm~NLLm ~ .....en 10...00 C(~ ~ ~ ~ coO> ;:c( CD ~ ~ ~ .g~ W N - 0 C>'- 0 0 0 c- W en 0 0 0 m~E WOO ...J .....> N N N Q)a> cC- ~ - >~... ~ ~ ~ .....c w..JW! m m m OQ)E o ~ m m m w w - >.,.... .,.... .,.... 0 - Q) w> w~ .....~ rnrn W ~c o mrn O~ w w =E a.._ = m cm ~~ CD = 0= w Ow 0 ..... ..... "'O'+- ! OC) c:c ~ .. ~o .a ~ D::.2 0 :a -g os: -g U 0 1lI(.. .. a.. ::::s 0 ~ 2 I- ..J ~ ~ 0 0. .~ ~ enC 0 c ~ ~ WE VI - Z..J "'C 'w ... .- ~ ..J A .- ... CD C 0 .....J........ en CD , 00 m A ,., >;::IJ:P en E ~ '" or: 0 rn .- "'C I-~ ~ ~ E~ C ~ 0 (5 o~ m C(~ ~~ ..J a..N - _ _ _ _ _ ~. ..._._, ~ ~" ~ ~~.~:. I.~. ,._~....~,.....:.-.._._~ ~N.,:~....:...........---&.~,:....."........,......:.....,..:.~,..:....~.,":'~~~M".:,;"u,~>[o__~~ 4><1~"""""".." ~....,... ~,............~. ..,.,~ ~...'~v . ,.......:'"....~,.~ ~ ."__~...,,,........,~~... . ......~~...:~..........~:~~..........:...-_~..~.......u...-.hr~~ ',.~..,- ~~ .~.~........~ ..~, ~.-~..- -.-.----.. .~--." _'v .~,., ..- '.r.~.~'.._~....,....,............"-- "l"'" Q) C) CG D.. C o ~CI) ~mo ~ N ~ M V ~ ID ~~ 00000 m m m m m m m ~~ ~~~ ~ ~ ~ ~ ~ ~ ~ EO ~~o 8 ~ g 0 ~ ~ ~ o o a o :2 o C ... 0) · ,- Q) Q) CJ co ! ~ LO U ::.E :2 ._::J LO Q) ... ... oc5 -~~oo ~ ~~ ~ ~ ~ ~ C:G)u ~ G)OO CJ = - c W ';G cu C .S G) ~ 0 e 'ii w...... ~._ 0 0 00 I: Q) = Q) C) ..... N I ~ c: g a:: u..i:;:; ~ .S> ~ 0 < ::J L.Li - i _ ~ L.Li. ~ ._ ~ "0 ~ . I! "'0 C Q) LO C . J9 E Q) ~ 0 ~ ...... . CJ 0 CW') ~ ~ c~ a.. 0 co W>1O '1:J~""'" a.. I: CD . Q)O "'~N a...ELOLO 0 ::::sc( coo ~~ON <(ex> 1:<(0 ~G) 0 W I:J:;(J) OCW') ~ "10- W fI)"DQ)~ E oa::~ L.Li ~Qj""" 0: co~ :5 E1Um ci e(/)~ u.i~ xU ~ Gi x~ a.: ~1:~xCD~05~CDa.:E~x(J)~O~"""CD~~~..~~~ZNa.:i~z~E~~~O~ o C'GU.....~l6 c1;) ~ c=..........~a.. ~ E~~.s=..~en-ti5=.n:c-g ~G) ci~~ C >g Q) i 1;) c <;> ~ ~ ~ ~ ,. 9!. ~ 1;) c r--;- o!!i .E .20 0 <;> ~ ~ ~:2_ u;> ~ ~ t: Q) u;> EE (; ~ ~ ~ I fI} ~ ~Q) U? ~ co co u a...- 0 "!!!!~ 0 co Q) CW') ..... 0 ~ LO (/) '" en. - 1:"'" = ('f) \i- -- ('f) "'0 = Q;..;;. co en SwB. ~('f)Wex>~OWenNo~U5Lt)Q)W:2C"""O~5Q)N(/)OO~""".....G)OC>~00 ~ m 0 g' ~ ~ ..~ ('f) ~ ~ ,.. (I) N ~ ~ Z ct. CD 't: ~ ~ =a; 0 'ii) ~ C ~ Z ~ ~ Q) ~ ~ Q) ~ ~ ~ ~ Q) ....... g>> ~ LO ._ ,...... _ _ ('l") - N -- N.... CD _ o:s 0 N C ...... .s=.... '- LO .::.::: .,- VI Q) CD .- VI .::.::: N Z .c N L: or- "0 .c ex> co ...... 0 ~ N CU It) = . 0 CU co .s=. C or- cu or- 0 C'G 0 CU CD 0-=: .- 0 Jr:. ('I) . ~ ... 0 CU CD 0 < Oor-<(ex>W~or-OO)~Z~IO)~O~~lt)()(I)or-~LO~~~~......~Oa..~M~Oa..~NO I-cn 0:::0::: w< I-W <> I: > W (/) 0 ;> > ~ Q) .- +-i C- 0 - .... 0 ~ ~ LL. w ~ ~ ~ Q) W > Q) C v. .- fl)I-W 0 > ~ Q):2 E 0 f<o ... ~ ~ ~ +-i ~ (/) E ...... Qj ::::s>>- ! Q) ~ cu....O ~ Q) ~ N 00. 16 ~W ~ - ~ en 0 0 or- > U ..J 0::: ~'S ~ a...::.::: "0 _ (fJ "0 W Q) ~ 0 CD ;! ... CW') > SW~ o~~g 0 ~m ~ ~~ ~ ~O ~~ ~.~~ ~O~N ~~~ 0 en ~ z C'G ~...... o~ .::.:::. C en 0 3: I: ~ ~ CD ~ g ~ = (/) ~ 16 ~ x () == x 3: ,~ ~M- ~J:;X~9=~~O~~C~CD~iO<("""LO ~a~.LO~~~ o3:I:CCOZLO C'G~0~or-9 ftS ,,~ 0::: .... 00 ~ co (/) - ..... ...... 0 - G) 0.....,. 0 M 0 C'G x Z or- I G) ~ LO > > ~ ..... Ow 5c ~Lt)Q)=a;U NQj...1;)XM~ =~M O=~Na..~OO-"""=!Q)eO G)Q)Q)('I)~ .g c.. C) U) oa; ~ u:> E ~ m ~ ,. ~ ~ S ..... r--;- 0 j · O~ <? a.. ~ ~ ~ c ..J .s=. Q)"'7 .e C) ~ ~ ~ i ~ ; ~ ~ C~~ O~~OO~O~~~00XOm~O~5OO OW~~~06~~WOO~~ ~O~~~ ~O< O-~Q) Q)~Q) O~~::J 't:~ mCO~..... z~~~ -Q)~ G)_Q)~ ~o..J ~O::J""".::.:::~or-=......E~or-~CD(/)~CW'):SO ~or-~O)Q)~ ~LO.....~(/)Q)CD ~(/)'::':::Nc ~C o~~ro~O~~oo~O~~~~O~~~ O~~~~O~~~~O~O~ j~~~~ O~ ~~~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~~~ ~ O~ ~ ~ ~ ~ ~ ~~ ~ 000 0 ~O ~ 0 0 0 0 V~ ~~~ ~ NO N ~ 0 ~ ~ ~~ ~~~ ~ ~ ~ ~ ~ ~ ~ - .... I- 0::: ... ~~oo m ~ ~ ~ M ~ ~ < : woom 00 m m m m m m c.. > ~~~ ~ ~ ~ ~ ~ ~ ~ ca .5 c: "0 .U; fI) ftS C ~ ... C ftS E ~ c: ca 0 >< fn = 0 C) ~ 0 u c Q) = >< .r:. :.c :c .c .! O I- ~ ~ U C ~ > ._ .. ~ I- ~ .- - 0 :> ti ~ .. .. 0 ~ ti z ci 8.!! 4; .g c ti == 0 ii ~.r:. - Q) 0 C) ~ ... c: ~ ~ ~ ~ ~ ftS 0 Q) o ..J S 0 ~ ~ ~ en j ~ ~ c Q) Q) ~ Q) ~ ... ~ ~ _ 0" _ _ _~ _ ..~_~_..~~~,~""~~,. ",,,.~,,~~~_..._..~,.~~_....~......:.....:_~"-'.~,...:.o...m:,,,~.....M ~ ........,......,................,..._.:-:.I."...........~_,.......:__I~'.__.^.......,.......~...., ~.~~._~ ~.,~..,- -"YO. .."..y~~"- ..~~~~..-:-~~~.~~----- N Q) C) ca: c.. c: o ~ m m N ~S m m e c.m ~ ~ ~ C CO ~ ~ E 0 ~ . o > o ~ ... G,) G,) ~ c: 0 "S, . ~ w c: C.) U <0 .. ::c W.E a.. 0 >-1- en .. .. C;; 0:: c:~ r- O-r- <:LL ;:~"O~ Om~ =>0 "3... CU~ .c~O . ZO tn C.) 0 .- .!!:! CJ:J w <: w c: 2 IX: X ca c ~ . ~en o Ui a I- ~ <d.(6 ~ ~ 0._ LL C2 o~E~OOcllC:::: r-eu o a.. ... ....._00 011II::;_ asr- Q) ca co 00, EotS ~ EN a. en~ 1ft EI>MCO...>OMCJ) <:0 V~ "C Il) > "ICt ....J ca > .c C\I U ~ c<ot~O~Il)~~~ Z Z ca <0 0 ~ "C: Q. ~ ~ 0 .- en < ~~~oowwooOv::: Q- ~(/) ~::c ~~ ~U w< ~IU ~w>- z>z < <:>- ~w eJ~w C> 0:: .w ~ ~ o~o:: tn~w ~ ~ . ~~:J !<o '- M 0 g o::en~u ~>- G,) 2' W <:w ... w > C:':i g CD ~ :E 0:: => g~ffi ~ CJ:J<O W ~oo ~ O=>~ ...w,ft 0 x~ t 000 q zl-en ... w V~ Il)" 0 " :5 u (/) Z c~<o W~.cM W ~~ ~ 0- .c-r-' -'~ ~-- ~"O 1l)00ca<O (00. 0::0:: '-(1)0::: c asO"lCt -.cM~v ~ wl-<( E 0 w t! ~ ::: ~ .~ t) ~ 0 N m ~ en :! -,:wD..C) m w c-~ >m . >.d>..... ~o c:~~ ~O~OM~~OZCool- LLo::Z mO< >WM~ ocu~Q) O<:~ ~o~ ~~e~~~~~~~ en~~ ~c o~mvIo(Om"lCtO OOOLL Oz m m <:zO 1-< ~ ~ m~w (/)0 G,) ~ :E w~en :J ::E .!::! 0 0 ::c ::I: i= ~o (/) ~ 0 l-eJo:: < " ~ ,... z=>w -~ 00 a.. ~ ... ~ ~ 00:: X m m m ::cW ~ G,) m m Wl-o >-,... ,... Qoz >w<: Ol-en o::uw a..::lw "_ m en 0 >- ... E -ZO 5 0 zo~ tn ~ oua.. g.!! .!! i= w :E ~::i .:a:: <:o::w m .. 0 ~<(....= u c: ~ O::enz o 0 c: Ozw ~ ~ m LLO:! ~ 0:5 ~i=W CD rZ w~~ I-WZ oa..<( zo~ " '" ~ ._ .., ~~,. .~~'~~.......~................~..__;.h:_""..:.,_..~~~_."'-'~~,~:~."':;,'.I""""'o<J..:.:.+~...:I..ok1lo....~....__:.........:..;,'<rM.t,... .1...............;..,:.t,I.- ..,II..Iom~.:.r.:----.~-~............,.........~._~~~_~_&~I.~~...~ ,- .'A....... .~,.,~, ..,~~..." ........ ~..._~n._ ~~ ..~.~~~..."-~. -,---,_..-'1.'_...-+. _.~~........ ~ & ._,.~....._~--......:..-.- CITY OF WYLIE, TEXAS CREEKSIDE 2 MILLION GALLON COMPOSITE ELEV ATED STORAGE TANK Page TS.14 - Item G Biddin€! Drawings . Find attached Landmark sketch of tank and foundation ~ .,~..... ,. .... .>.--.-'"' ~..._,----.~~y~""",""",,''''''~'''''' 11o-._.lo__.,..._............................-.'..........,......~_._...~..,.-................'""....~.-..........:......---...........--................-..:~................~................_.,..........................~-~........~~....~~ ~ " U) ~ w ~ >. c - ~ c:: = u.9 lo ~ L'- ta C) o 0 "': _ ::;) I- C ~ ~ - - ~ -;: ~ ~ - ~ ~ ~ - -C\I -C\I U ~ CO N N t'- -r-l CO 1 ~ C"!. -r- ~ '-' >< ...... ,I. - ("') :J C1) 0 >< 1 >< to I "" .... ~ [i ~ (j):- :E I J.I. ta.. C 0..: 0.. ~ .~ ~ I lit- > W C) CO, CO. I 0>1 (l)i en (1) en - ~~ - I Q) co L.. t) c: '-" W ---' 0 o E E ~ ~ ~ .:- I I ~a.I-:c ~ C)S ~ c - 4)-_1- < CO . ~ ~~~ a.~~5 :E:E c 0.. Q.) f5 ro 0 oS.2 C E ro Q) L.. I- m I! I 4) ~ ~ L1.. 0 L.. 0 L.. \V ~ .... 0 0 Z ........ u u C a; (]) .S:? "+-1 L.. U 0. a. ~ ...., ~ C1) C._ cu:: tog c: 0.. a. c: <( ^'-, n o (]) ... 0 Q,), 0 _ 0 ~ ~ ctJ ", u... c.. 0 n:: (/)....J > : 0::: L1.. U (fJ (fJ I- ..J = o O' ~, ~ ~'I' ~ r-- co ~~ g~ J: Wi -I W L;-~ 100.~ rr' ~ ---IOO'OV -'l. ai ~ ~ : ~~ C)~ , ~ ~ ~ ffi .!: It'> -r---.- --- ~ ::l 0 (I) . , en 9 t; 0 '2 ~ II ~ ffi~; U:w (f) ~ ~ ~i=~ w -.w c.. <~u G ~8 UJ) c.. ~ ~ ...J w< ...J ) I I ~ ~ ~ g5 ~ -j- ~ ~ ~~cn g~ w <( U)-.ffi u..:;: ( ! 8 f ~ ~ g L___--/r 1---, ffi <( ,uo<( 1 CI ~ fi < a::: ...J C) ...J CI --:;-----4 ~ z :<:5 I-- _ " a... I o~ (j'J ~ b ~ I, Zz en ~ ~ 0 . ! _ _. :5 <( w 0 g ~ . ~ 11.{~ :_"'~-- -------- ~ I 8 J- LL LO /t W I c( W LU ffi w I" LL; c.. t: ...J c.. > a.. ~ 8 ~ ~ ~rUJ ~ ~ ~ ii ~ ii ~ c:: ~s ~5 ' , ~c:: a.. · ' z w ~ ~ <( > wa:: I- 0 UJO --- ~ ~g '1 uJm I ~ LL I I I-- <t' CI lLJ ...J I- ~ W~ w~...J ...J...J I L5 5~ ~~~ ttlm i lD z<( OUI-- I- I I C) 0 a::: LL Z a::: UHf) Z U::::> ~OO I" a:: @0 ~U&: U::::> ~ ~~ en LLrfJ , I ~ I i I I a::: ; t ISL"Ll ,-- ,09'6~ ~ 19L'lPC-----...- -----, , ~. ~ - . ^.~ ., .~~.. ~~ ^~, -~:..:...._.~....,......:.....I......,.,. .........- .~. - ~, .....,....... , .. ITEM NO 1 - TANK BREAKDOWN TANK, FOUNDATION, MECHANICAL, COATINGS Z. ~ Qz, S--1i!!2.. , , (pt./ '1{'. (PDO ~ ELECTRICAL , ~ FeJ~CH~ (J./~rlL iT'{ I?-. ODD ~ CATHODIC 'I 1 -~S' I ~ouo ff.J 4 7 500 ee-- SITEWORK AND GRADING , PAVING I:f IL '3l 'OO~ I . 5 [)O ) . 2-1. L/oo l22.. LANDSCAPING j ,~~ TOTAL -Z-~ "03 OOD , I .. _'"..._ ...." n.~." .". ...,:,_~.._,...~,_ .,.......~~..,_,."""~......~.""'-"",...~I.+IH ...:..:.:...........~........".........".):r. CITY OF WYLIE Item No. 7 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Engineering Prepared By: Chris HoIsted Account Code No. #: N/A Date Prepared: December 20, 2005 Budgeted Amount: N/A Exhibits: Resolution AGENDA SUBJECT: Consider and act upon Resolution No. 2006-02(R) endorsing Expansion No.1 of the Muddy Creel( Wastewater Treatment Facility RECOMMENDED ACTION: Approval SUMMARY: The Phase II Preliminary Engineering Study for the Muddy Creel( Regional Wastewater Treatment Plant recommends the construction of Phase II tal(e place in 2006 due to the high growth rate of Wylie and Murphy. A copy of the draft report is attached. NTMWD has requested the City adopt a resolution of support for the expansion. APPROVED BY: Initial Date Department Director: CH \ 12/20/05 City Manager: \ 1 RESOLUTION NO. 2006-02(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS ENDORSING EXP ANSION NO. 1 OF THE MUDDY CREEK W ASTEW ATER TREATMENT PLANT. WHEREAS, in 1991, the Cities of Wylie and Murphy joined together with the North Texas Municipal Water District to initiate regional treatment to benefit both Cities; and WHEREAS, the Muddy Creel( WWTP was put into service in 2005 which allowed flow to be transferred from the existing treatment plants located in the City of Wylie and Murphy; and WHEREAS, the North Texas Municipal Water District is currently reviewing the Initial Draft of the Phase II Preliminary Engineering Study for the Muddy Creel( Regional Wastewater Treatment Plant and has requested the various cities to review and comment on said plan; and WHEREAS, the City of Wylie has reviewed the Phase II Plan confirming that the design of an expansion to the plant needs to begin at this time. NOW, THEREFORE, BE IT RESOL VED 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 Resolution as if fully set forth herein. SECTION 2: Endorsement of the Phase II Study. The City Council of the City of Wylie, Texas hereby endorses the Phase II Study and requests that the North Texas Municipal Water District Board of Directors proceed with the implementation of the project outlined in the Phase II Study which includes the design of the expansion of the WWTP to 10 million gallons per day. SECTION 3: Effective Date. This Resolution shall become effective immediately upon its passage and execution. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas on this the 10th day of January 2006. JOHN MONDY, Mayor ATTEST TO: CAROLE EHRLICH City Secretary Resolution No. 2006-02 Support for the Muddy Creek WWTP Expansion , , NORTH TEXAS MUNICIPAL WATER DISTRICT Regional Service Through Unity July 22, 2005 Mr. Mark D. Roath, City Manager City of Wylie 2000 Highway 78 North Wylie, Texas 75098 Re: Mllddy Creek Wastewater Treatment Plant Expansion No. 1 Dear Mr. Roath: A co~)r of the Initial Draft of the Phase II ,Preliminary Ellgineering Study for the Muddy Creek Regional Wastewater Treatment Plant prepared by The Hogan Corporation has been previously transmitted for your infonrlation and review by letter dated April 5, 2005. The study confirmed that the design of an expansion to the plant needs to be in at this time. TeN sta as recommen e t at t e oar 0 lrectors authorize tIle Executive Director to execute an engineering services agreenlent with the consulting engineering firm of Lockwood, Andrews and Newnam, Inc., in the not-to-exceed amount of 1626,,0001. for design of the expansion. The Nl'MWD Board of Directors will take action on this proposed engineering fee on July 28, 2005. i\dequate funds are available frOlTI the original bOlld sale to pay for engineering design of the next construction phase, i.e. expansion from 5 MGD to 10 MGD. With the concurrence of the City of\\Tylie and the City of MurpI1Y, the NTMWD will proceed with engineering of the plant expansion. It is requested that the city provide a resolution of support from the City Council stating their agreemellt to proceed with design. UpOll completioll of design, the construction project will be advertised and bids ,viII be accepted. The cost of this expansion project is currently estimated to be in the range of $8 - $10 million. Following acceptance of bids and with the concurrence of the Cities of -..:"0" Wylie and Murphy, bonds will be issued to finance the construction project. 505 E. Brown St.. P.O. Box 2408. Wylie, Texas 75098-2408 Telephone: 972/442-5405 Fax: 972/442-5405 __ _~.__ ~_.Y. .. ~....., ~.~,_A""'~_.~_'.,. '"". ,~y.......~..._-:"....c..-......;.,~. - , f Mr. Mark D. Roath, City Manager July 22, 2005 Page 2 Using this approach, the schedule for Expansion No.1 to the Muddy Creek WWTP is estimated to be as follows: Begin Design Engineering AUG 2005 Advertise for Construction Bids MA Y 2006 Open Construction Bids JUN 2006 Issue Bonds JUL 2006 A ward Construction Contract JUL 2006 Begin Construction SEP 2006 Complete Construction SEP 2007 The NTMWD appreciates the opportunity to work with the cities on this project. If you have any questions, please call Bobby Scalf or this office directly at 972-442-5405. Or JAMES M. PARKS Executive Director JMP /JDKlks ...:."..." ~.,~~_~ A ,.......~,.,.,~ ' ~..~..,~.~,.~_.~..~_...~<<--".....""':-.....-..-....,..~_.....--........~...........~.~~--~-~....-~.....~~-..-.,............,..- CITY OF WYLIE Item No. g City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Library Prepared By: Rachel Orozco Account Code No. #: Date Prepared: Decemher 27, 200j Budgeted Amount: Exhibits: 2 AGENDA SUBJECT: Consider and act upon acceptance of the resignation of Mary Johnston and the appointment of a new member to the Library Advisory Board for the unexpired term of January 2006 to July 2006. RECOMMENDED ACTION: Appoint new member to the Library Advisory Board. SUMMARY: Article VIII, Section 2C of the City Charter authorizes the City Council to appoint a Library Board. The Board shall consist of seven (7) citizens who shall be qualified voters who shall serve for a term of two (2) years with three (3) members' terms expiring in even-numbered years and four (4) members' terms expiring in odd-numbered years. Members of the board shall elect a chairman, each July, from their membership and shall meet at the call of the chairman or at the request of the city council. The city manager shall appoint a staff representative to the board. Mary Johnston was appointed to the Library Board for a two (2) year term expiring July of 2006. Ms. Johnston, who has served very faithfully on the Board, has recently submitted her resignation from her appointment to the Library Board due to an increase in professional and family commitments (see attached communication). APPROVED BY: Initial Date Department Director: RO \ 12/27/05 City Manager: \ 1 December 27, 2005 TO: Mayor Mondy and Members of the City Council FM: Rachel Orozco, Library Director THRU: Mark Roath, City Manager RE: Appointment of Replacement Member for Library Advisory Board Article VIII, Section 2C of the City Charter authorizes the City Council to appoint a Library Advisory Board. The Board shall consist of seven (7) citizens who shall be qualified voters who shall serve for a term of two (2) years with three (3) members' terms expiring in even- numbered years and four (4) members' terms expiring in odd-numbered years. Members of the board shall elect a chairman, each July, from their membership and shall meet at the call of the chairman or at the request of the city council. The city manager shall appoint a staff representative to the board. Mary Johnston has served faithfully as Library Board member. However, she has recently submitted her resignation from her appointment to the Library Board due to increasing work and family commitments. (see attached letter) We have informed Ms. Johnston that the City Council will appoint a replacement to fill her unexpired term on the Library Board at the January 10 meeting. Cc: Carole Ehrlich, City Secretary Wed Nov 30 Ms. Morrison, Please accept this as my second resignation. I don't mean to shirk my responsibilities, but when I consider the balance I must have between my work and family, it doesn't allow for another night without my children. Thank you for understanding. Mary H. Johnston, Principal Bradfield Elementary CITY OF WYLIE Item No. 9 City Secretary's Use Only COUNCIL AGENDA ITEM Council Meeting Of: January 10, 2006 Originating Department: Building Inspections Prepared By: Johnny Bray Account Code No. #: Date Prepared: Decem her 1 , 200j Budgeted Amount: Exhibits: 2 AGENDA SUBJECT: Consider and act upon acceptance of the resignation of Jess A. Calhoun, Jr. and the appointment of a new member to the Construction Code Board for the unexpired term of July 2004 to July 2006. RECOMMENDED ACTION: Appoint new member to the Construction Code Board. SUMMARY: Article VIII, of the City Charter authorizes the City Council to create, establish or appoint as may be required by the laws of the State of Texas or this Charter, such boards, commissions and committees as it deems necessary to carry out the functions, and obligations of the city. Jess A.Calhoun, Jr. was reappointed to the Construction Code Board for a two (2) year term expiring July of 2006. Mr. Calhoun, who has served very faithfully on the Board since 2002, has recently submitted his resignation from his appointment to the Construction Code Board due to relocation. (See letter attachment) Council is asl(ed to appoint a new board member to serve the remainder of the unexpired term of July 2006. APPROVED BY: Initial Date Department Director: TR \ 12/1/05 City Manager: \ 1 From: Jess Calhoun [calhounwylie@msn.com] Sent: Wednesday, November 30, 2005 4: 23 PM To: Carole Ehrlich To Whom It May Concern, I Jess A. Calhoun Jr. am hereby tendering my resignation from the City of Wylie construction code board. I will be moving shortly after the first of the year and will no longer be eligible. It has been a pleasure. Sincerely, Jess A Calhoun Jr. PS. Just let me l(now if there's anything else that I need to do to complete this process. Jess A Calhoun ca I hou nwyl ie@msn.com